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Agenda 09/26/2017 Item #16 A509/26/2017 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 final plat of Bent Creek Preserve Phase 2A (Application Number PL20160003590) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. _____________________________________________________________________________________ OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of Bent Creek Preserve Phase 2A, a subdivision of lands located in Section 26, Township 48 South, Range 26 East, Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to Resolution 99-199. 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 Bent Creek Preserve Phase 2A. These documents are in compliance with the County Land Devel opment Code and Chapter 177, Florida Statutes. This project is within the Bent Creek Preserve PUD Ord. 12-26, 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 his 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 Bent Creek Preserve Phase 2A be approved for recording. FISCAL IMPACT: The project cost is $1,079,230.03 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $393,502.00 b) Drainage, Paving, Grading $685,728.03 The Security amount, equal to 110% of the project cost, is $1,187,153.03 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: $33,516.91 16.A.5 Packet Pg. 573 09/26/2017 The Fees are based on a construction estimate of $1,079,230.03 and were paid in December, 2016. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,140.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 2,951.27 c) Drainage, Paving, Grading (.75% const. est.) $ 5,142.96 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ 8,853.80 e) Drainage, Paving, Grading (2.25% const. est.) $15,428.88 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. This item has been approved as to form and legality, and requires a majority vote for Board approval - SAS RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Bent Creek Preserve Phase 2A (Application Number PL20160003590) for recording with the following stipulations: 1. Approve the amount of $1,187,153.03 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 his 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 his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division ATTACHMENT(S) 1. Location Map (PDF) 2. Opinion of Probable Cost (PDF) 3. Plat Map (PDF) 16.A.5 Packet Pg. 574 09/26/2017 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.5 Doc ID: 3415 Item 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 final plat of Bent Creek Preserve Phase 2A (Application Number PL20160003590) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 09/26/2017 Prepared by: Title: Site Plans Reviewer, Senior – Growth Management Development Review Name: John Houldsworth 06/22/2017 1:44 PM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 06/22/2017 1:44 PM Approved By: Review: Growth Management Department Judy Puig Level 1 Division Reviewer Completed 06/22/2017 4:38 PM Growth Management Development Review Chris Scott Additional Reviewer Completed 08/03/2017 4:51 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/08/2017 9:10 AM Growth Management Department Matthew McLean Additional Reviewer Completed 08/09/2017 9:13 AM Growth Management Department John Houldsworth Level 2 Division Administrator Skipped 06/22/2017 1:44 PM Growth Management Department James French Additional Reviewer Completed 08/15/2017 10:37 AM County Attorney's Office Scott Stone Level 2 Attorney Review Completed 08/15/2017 4:13 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 08/16/2017 8:13 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/16/2017 11:02 AM Budget and Management Office Mark Isackson Additional Reviewer Completed 08/21/2017 11:23 AM County Manager's Office Leo E. Ochs Level 4 County Manager Review Completed 08/24/2017 4:27 PM Board of County Commissioners Michael Cox Meeting Completed 09/12/2017 9:00 AM 16.A.5 Packet Pg. 575 IMMOKALET RD PROJECT ?IO}T a WCINITY MAP r'{sr To sc&tf, 16.A.5.a Packet Pg. 576 Attachment: Location Map (3415 : Final Plat Bent Creek 2A) Certificate of Business Certificate No. EB-0007663 SANITARY SEWER SUB-TOTAL $215,050.00 POTABLE WATER SUB-TOTAL $178,452.00 STORM DRAINAGE SUB-TOTAL $331,708.00 PAVING AND GRADING SUB-TOTAL $354,020.03 TOTAL $1,079,230.03 110% BONDING AMOUNT $1,187,153.03 Note: Michael C. Pappas, P.E. #60910 BENT CREEK PRESERVE PHASE TWO A Engineer's Opinion of Probable Construction Costs SUMMARY 1. This Engineer's Opinion of Probable Cost represents the estimated cost for constructing the above listed infrastructure for Bent Creek Preserve Phase Two A (RWA, Inc. File No. 030008.11.00 dated July 2014, REV 2). RWA, Inc. 6610 Willow Park Drive Naples, Florida 34109 Phone: 239-597-0575 Fax: 239-597-0578 12/21/2016 16.A.5.b Packet Pg. 577 Attachment: Opinion of Probable Cost (3415 : Final Plat Bent Creek 2A) Certificate of Business Certificate No. EB-0007663 Project: Bent Creek Preserve - Phase 2 A Date: Decemeber 07, 2016 Estimated By: David Poteete Checked By: Michael Pappas SANITARY SEWER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST S-1 8" PVC Sanitary Sewer Main (0'-6' cut)LF 612 $24.00 $14,688.00 S-2 8" PVC Sanitary Sewer Main (6'-8' cut)LF 1,014 $32.00 $32,448.00 S-3 8" PVC Sanitary Sewer Main (8'-10' cut)LF 481 $42.00 $20,202.00 S-4 8" PVC Sanitary Sewer Main (10'-12' cut)LF 550 $54.00 $29,700.00 S-5 8" PVC Sanitary Sewer Main (12'-18' cut)LF 193 $74.00 $14,282.00 S-6 4' Diameter Manhole (0'-6' depth)EA 3 $4,000.00 $12,000.00 S-7 4' Diameter Manhole (6'-8' depth)EA 3 $4,500.00 $13,500.00 S-8 4' Diameter Manhole (8'-10' depth)EA 2 $5,200.00 $10,400.00 S-9 4' Diameter Manhole (10'-12' depth)EA 3 $6,000.00 $18,000.00 S-10 4' Diameter Manhole (12'-18' depth)EA 1 $6,800.00 $6,800.00 S-11 Drop Manhole Connection EA 0 $2,000.00 $0.00 S-12 Single Sewer Lateral EA 7 $650.00 $4,550.00 S-13 Double Sewer Lateral EA 36 $750.00 $27,000.00 S-14 Television Inspection LF 2,850 $2.80 $7,980.00 S-15 Connect to Existing Manhole EA 1 $2,000.00 $2,000.00 S-16 Connect to Existing 8" PVC Sanitary Main EA 1 $1,500.00 $1,500.00 Sanitary Sewer Sub-Total $215,050.00 Engineer's Opinion of Probable Construction Costs 2016-12-7 Phase 2A OPC.xlsx 12/21/2016 16.A.5.b Packet Pg. 578 Attachment: Opinion of Probable Cost (3415 : Final Plat Bent Creek 2A) Certificate of Business Certificate No. EB-0007663 Project: Bent Creek Preserve - Phase 2 A Date: Decemeber 07, 2016 Estimated By: David Poteete Checked By: Michael Pappas POTABLE WATER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST W-1 6" PVC Water Main (C-900, DR 18, PC150) LF 129 $18.00 $2,322.00 W-2 6" PVC Water Main (C-900, DR 14, PC200) LF 0 $20.00 $0.00 W-3 8" PVC Water Main (C-900, DR 18, PC150) LF 3,090 $22.00 $67,980.00 W-4 8" PVC Water Main (C-900, DR 14, PC200) LF 76 $25.00 $1,900.00 W-5 18" Steel Casing LF 10 $30.00 $300.00 W-6 6" Gate Valve w/ Box EA 1 $1,200.00 $1,200.00 W-7 8" Gate Valve w/ Box EA 7 $1,400.00 $9,800.00 W-8 Air Release Valve (AFD-TSP-BOV)EA 1 $2,500.00 $2,500.00 W-9 Fire Hydrant Assembly w/ Valve EA 7 $4,000.00 $28,000.00 W-10 Permanent Sample Point EA 2 $1,500.00 $3,000.00 W-11 Hot-Tap (Includes 12"x8" Tapping Sleeve and Valve)LS 1 $5,500.00 $5,500.00 W-12 Single Water Service EA 41 $750.00 $30,750.00 W-13 Double Water Service EA 20 $900.00 $18,000.00 W-14 Temporary Gap Configuration EA 3 $2,400.00 $7,200.00 Potable Water Sub-Total $178,452.00 Engineer's Opinion of Probable Construction Costs 2016-12-7 Phase 2A OPC.xlsx 12/21/2016 16.A.5.b Packet Pg. 579 Attachment: Opinion of Probable Cost (3415 : Final Plat Bent Creek 2A) Certificate of Business Certificate No. EB-0007663 Project: Bent Creek Preserve - Phase 2 A Date: Decemeber 07, 2016 Estimated By: David Poteete Checked By: Michael Pappas STORM DRAINAGE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST D-1 15" RCP LF 789 $24.00 $18,936.00 D-2 18" RCP LF 334 $30.00 $10,020.00 D-3 24" RCP LF 620 $55.00 $34,100.00 D-4 30" RCP LF 295 $64.00 $18,880.00 D-5 36" RCP LF 333 $76.00 $25,308.00 D-6 42" RCP LF 1,033 $98.00 $101,234.00 D-7 3' x 4' Valley Gutter Inlet EA 14 $3,300.00 $46,200.00 D-8 3' x 5' Valley Gutter Inlet EA 1 $3,500.00 $3,500.00 D-9 5' x 5' Valley Gutter Inlet EA 1 $4,000.00 $4,000.00 D-10 Type 'C' Inlet EA 7 $2,200.00 $15,400.00 D-13 Type 'G' Inlet EA 4 $3,800.00 $15,200.00 D-15 5' X 5' Junction Box EA 1 $4,300.00 $4,300.00 D-16 18" FES EA 1 $1,000.00 $1,000.00 D-17 24" FES EA 2 $1,400.00 $2,800.00 D-18 42" FES EA 1 $2,200.00 $2,200.00 D-19 Yard Drain EA 9 $1,200.00 $10,800.00 D-20 10" Yard Drain Pipe LF 1,019 $14.00 $14,266.00 D-21 12" Yard Drain Pipe LF 198 $18.00 $3,564.00 Storm Drainage Sub-Total $331,708.00 Engineer's Opinion of Probable Construction Costs 2016-12-7 Phase 2A OPC.xlsx 12/21/2016 16.A.5.b Packet Pg. 580 Attachment: Opinion of Probable Cost (3415 : Final Plat Bent Creek 2A) Certificate of Business Certificate No. EB-0007663 Project: Bent Creek Preserve - Phase 2 A Date: Decemeber 07, 2016 Estimated By: David Poteete Checked By: Michael Pappas PAVING AND GRADING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST P-1 Mobilization LS 1 $12,000.00 $12,000.00 P-2 Staked Silt Fence LF 1,872 $1.25 $2,340.00 P-3 Double Silt Fence LF 3,104 $2.50 $7,760.00 P-4 12" Stabilized Subgrade (LBR 40)SY 9,329 $2.80 $26,121.20 P-5 8" Limerock Base (LBR 100)SY 7,198 $8.50 $61,183.00 P-6 3/4" Type S-III ACSC (1st Lift)SY 7,198 $4.70 $33,830.60 P-7 3/4" Type S-III ACSC (2nd Lift)SY 7,198 $6.00 $43,188.00 P-8 Concrete Valley Gutter LF 6,297 $8.00 $50,376.00 P-9 24" Ribbon Curb LF 48 $28.00 $1,344.00 P-10 5' Sidewalk LF 6,296 $12.00 $75,552.00 P-11 ADA Curb Ramps EA 4 $500.00 $2,000.00 P-12 Sod (4' strip between curb and sidewalk)SY 2,799 $1.72 $4,825.23 P-13 Signing and Striping LS 1 $5,000.00 $5,000.00 P-14 Street Lights EA 23 $2,200.00 $50,600.00 Paving and Grading Sub-Total $354,020.03 Engineer's Opinion of Probable Construction Costs 2016-12-7 Phase 2A OPC.xlsx 12/21/2016 16.A.5.b Packet Pg. 581 Attachment: Opinion of Probable Cost (3415 : Final Plat Bent Creek 2A) “ ” 6610 WILLOW PARK DRIVE, SUITE 200 NAPLES, FLORIDA 34109 (239) 597-0575 FAX: (239) 597-0578 WWW.CONSULT-RWA.COM FLORIDA CERTIFICATE OF AUTHORIZATION LB #6952 THIS INSTRUMENT PREPARED BY DENNIS A. MILLER, P.S.M. #5626 16.A.5.c Packet Pg. 582 Attachment: Plat Map (3415 : Final Plat Bent Creek 2A) BENT CREEK PRESERVE PHASE 1A P.B.56, PG. 61 UNPLATTED UNPLATTED BENT CREEK PRESERVE P.B. 55, PG. 61 BENT CREEK PRESERVE PHASE 1A P.B.56, PG. 61 6610 WILLOW PARK DRIVE, SUITE 200 NAPLES, FLORIDA 34109 (239) 597-0575 FAX: (239) 597-0578 WWW.CONSULT-RWA.COM FLORIDA CERTIFICATE OF AUTHORIZATION LB #6952 THIS INSTRUMENT PREPARED BY DENNIS A. MILLER, P.S.M. #5626 16.A.5.c Packet Pg. 583 Attachment: Plat Map (3415 : Final Plat Bent Creek 2A) BENT CREEK PRESERVE P.B. 55, PG. 61 6610 WILLOW PARK DRIVE, SUITE 200 NAPLES, FLORIDA 34109 (239) 597-0575 FAX: (239) 597-0578 WWW.CONSULT-RWA.COM FLORIDA CERTIFICATE OF AUTHORIZATION LB #6952 THIS INSTRUMENT PREPARED BY DENNIS A. MILLER, P.S.M. #5626 CRYSTAL LAKE RV RESORT PHASE FOUR PB 22, PG83 UNPLATTED 16.A.5.c Packet Pg. 584 Attachment: Plat Map (3415 : Final Plat Bent Creek 2A)