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Agenda 04/11/2017 Item #16A 404/11/2017 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 Oyster Harbor at Fiddler’s Creek Phase 3, (Application Number PL20160003066) 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 Oyster Harbor at Fiddler’s Creek Phase 3, a subdivision of lands located in Section 13, Township 51 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 Oyster Harbor at Fiddler’s Creek Phase 3. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Marco Shores / Fiddler’s Creek DRI. 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 Oyster Harbor at Fiddler’s Creek Phase 3 be approved for recording. FISCAL IMPACT: The project cost is $1,280,060.21 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $504,567.37 b) Drainage, Paving, Grading $775,492.84 The Security amount, equal to 110% of the project cost, is $1,408,066.23 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: $39,621.78 16.A.4 Packet Pg. 307 04/11/2017 The Fees are based on a construction estimate of $1,280,059.21 and were paid in November, 2016. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,220.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) $ 3,784.25 c) Drainage, Paving, Grading (.75% const. est.) $ 5,816.20 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $11,352.74 e) Drainage, Paving, Grading (2.25% const. est.) $17,448.59 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 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 Oyster Harbor at Fiddler’s Creek Phase 3 (Application Number PL20160003066) for recording with the following stipulations: 1. Approve the amount of $1,408,066.23 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. Plat Map (PDF) 3. Opinion of Cost (PDF) 16.A.4 Packet Pg. 308 04/11/2017 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.4 Doc ID: 2823 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 Oyster Harbor at Fiddler’s Creek Phase 3, (Application Number PL20160003066) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 04/11/2017 Prepared by: Title: Site Plans Reviewer, Senior – Growth Management Development Review Name: John Houldsworth 03/01/2017 6:07 AM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 03/01/2017 6:07 AM Approved By: Review: County Attorney's Office Scott Stone Level 2 Attorney Review Completed 03/02/2017 3:39 PM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 03/03/2017 10:03 AM Growth Management Department Matthew McLean Additional Reviewer Completed 03/09/2017 4:07 PM Growth Management Development Review Chris Scott Additional Reviewer Completed 03/10/2017 8:29 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/15/2017 9:14 AM Growth Management Department James French Additional Reviewer Completed 03/20/2017 9:32 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 03/24/2017 8:03 AM Budget and Management Office Mark Isackson Additional Reviewer Completed 03/28/2017 2:30 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 04/03/2017 7:00 AM Board of County Commissioners MaryJo Brock Meeting Pending 04/11/2017 9:00 AM 16.A.4 Packet Pg. 309 2 I,,/,l1 SHIP DR, 7 ,F,IVE AT IDftTFS6fr, E{AS t 6 e o rlJ vt:- l4 2J NDDL€R'S PARKWAY 23 UAINSAIL DR,30 29 24 CREEK 19 HAM AT FDA*S @( Rt/"g 2 LOCANON MAP fi-1r r0 scALE 1 1 16.A.4.a Packet Pg. 310 Attachment: Location Map (2823 : Final plat Oyster Harbor Phase 3) 16.A.4.b Packet Pg. 311 Attachment: Plat Map (2823 : Final plat Oyster Harbor Phase 3) 16.A.4.b Packet Pg. 312 Attachment: Plat Map (2823 : Final plat Oyster Harbor Phase 3) 16.A.4.b Packet Pg. 313 Attachment: Plat Map (2823 : Final plat Oyster Harbor Phase 3) 16.A.4.b Packet Pg. 314 Attachment: Plat Map (2823 : Final plat Oyster Harbor Phase 3) 16.A.4.b Packet Pg. 315 Attachment: Plat Map (2823 : Final plat Oyster Harbor Phase 3) Oyster Harbor at Fiddler's Creek Phase 3 Engineer's Cost Estimate ‐ Site Infrastructure Prepared by: Q. Grady Minor & Associates, P.A. 3800 Via Del Rey PPL Submittal ‐ 87 Single Family Lots Bonita Springs, Florida 34134 (239) 947‐1144 ______________________________ Mark W. Minor P.E. Florida Registration No. 45324 August 15, 2016 Revised: December 6, 2016 16.A.4.c Packet Pg. 316 Attachment: Opinion of Cost (2823 : Final plat Oyster Harbor Phase 3) Oyster Harbor at Fiddler's Creek Phase 3 PPL Submittal ‐ 87 Single Family Lots Engineer's Cost Estimate ‐ Site Infrastructure General Conditions Unit Quantity Price Total Mobilization LS 1                         5,589.00$      5,589.00$                Silt Fence LF 8,683                 1.58$              13,719.14$              Construction Entrance/Tracking Control LS 1                         2,625.92$      2,625.92$                General Maintenance LS 1                         3,493.00$      3,493.00$                Sub‐Total 25,427.06$             Earthwork Unit Quantity Price Total Top Strip AC 43.0                    859.24$          36,947.32$              Lake Excavate, haul within phase or <1,000',                              place & compact CY 109,815               2.78$              305,285.70$            Blasting AC 6.6                      37,500.00$   247,500.00$           Sod Lake Slope from water line to top of bank (incld.  watering and maintenance until phase completion)SY 10,920                 1.94$              21,184.80$               Lake Excavate, haul and stockpile, per haul length: •1 mile < haul < 2 miles CY 99,107               2.65$              262,633.55$           Proof Rolling AC 29.0                    100.00$          2,900.00$                Fine Grading Pads & Lots SY 50,986               0.35$              17,845.10$              Fine Grade Berm (Sandpiper) SY 1,987                 1.31$              2,602.97$                Fine Grade Berm (Oyster Harbor) SY 700                     1.50$              1,050.00$                Fine Grade Swale Slopes SY 1,589                 1.58$              2,510.62$                Fine Grade General SY 2,118                 2.31$              4,892.58$                Final Seed Lots and Future Phase Area w/in clearing limits  (200# seed + 300# fertilizer per AC Seasonal Mix)AC 13.3                      1,050.31$      13,969.12$               Subtotal 919,321.76$           Roadway Unit Quantity Price Total 12" Compacted Subgrade (stabilized if required) SY 12,252               1.79$              21,931.08$              8" Limerock Base (Compacted and Primed) SY 10,676               6.83$              72,917.08$              3/4" Asphaltic Concrete Type S‐III (1st Lift) SY 10,676               3.80$              40,568.80$              Valley Gutter LF 6,514                 7.57$              49,310.98$              Type "A" Curb LF 591                     10.14$            5,992.74$                Intersection Curb LF 232                     11.83$            2,744.56$                8' Concrete Sidewalk SF 2,010                 3.05$              6,130.50$                Handicap Curb Ramps EA 2                         347.52$          695.04$                   Signing (Traffic Control, Decorative Pole & Frame) LS 1                         2,640.00$      2,640.00$                Pavement Markings for First and Second Lift Asphalt LS 1                         660.00$          660.00$                   Bahia Sod (10' Wide from Back of Curb) SY 7,894                 2.36$              18,629.84$              3/4" Asphalt 2nd Lift SY 10,676               4.07$              43,451.32$              Flat Curb LF 279                     20.00$            5,580.00$                Brick pavers SF 2,175                 3.50$              7,612.50$                Sub‐Total 278,864.44$           \\qgm.local\files\Engineering\PROJ‐ENG\F\FCOHPPL3\06DP\03PPL DP\Cost Estimate\FCOHPPL3 ‐ Construction Cost Estimate ‐ 2 Page 2 16.A.4.c Packet Pg. 317 Attachment: Opinion of Cost (2823 : Final plat Oyster Harbor Phase 3) Oyster Harbor at Fiddler's Creek Phase 3 PPL Submittal ‐ 87 Single Family Lots Engineer's Cost Estimate ‐ Site Infrastructure Storm Drainage Unit Quantity Price Total 15" RCP LF 125                     51.43$            6,428.75$                18" RCP LF 692                     63.16$            43,706.72$              24" RCP LF 830                     73.56$            61,054.80$              Valley Gutter Inlet EA 12                       3,666.94$      44,003.28$              18" MES EA 4                         2,525.36$      10,101.44$              24" MES EA 4                         2,850.08$      11,400.32$              Yard Drain Inlet EA 9                         1,080.88$      9,727.92$                12" MES EA 2                         800.00$          1,600.00$                12" Yard Drain Pipe LF 924                     21.45$            19,819.80$              Sub‐Total 207,843.03$           Sanitary Sewer System Unit Quantity Price Total Rock Excavation/Bedding LF 2,726                 25.00$            68,150.00$              8" Gravity PVC‐SDR 26 (0'‐6' Cut) LF 1,995                 22.81$            45,505.95$              8" Gravity PVC‐SDR 26 (6'‐8' Cut) LF 625                     44.66$            27,912.50$              8" Gravity PVC‐SDR 26 (8'‐10' Cut) LF 106                     59.08$            6,262.48$                Manhole 4' Diameter (0'‐6') EA 8                         4,330.26$      34,642.08$              Manhole 4' Diameter (6'‐8') EA 3                         5,548.56$      16,645.68$              Manhole 4' Diameter (8'‐10') EA 1                         7,156.36$      7,156.36$                Short Term Dewater LS 1                         3,910.00$      3,910.00$                6"  Single and Double Service EA 48                       694.42$          33,332.16$              Television Inspection LF 2,726                 3.63$              9,895.38$                6" PVC Force Main (C900, DR 18) LF 264                     14.20$            3,748.80$                6" PVC Force Main (C900, DR 14) LF 55                       16.00$            880.00$                   6" Plug Valve with Box EA 1                         8,819.18$      8,819.18$                Air Release Combination Assembly EA 1                         7,190.35$      7,190.35$                Sub‐Total 274,050.92$           Potable Water Distribution System Unit Quantity Price Total 8" PVC Main (C‐900, DR 18) LF 3,106                 20.44$            63,486.64$              8" PVC (C‐900, DR 14) LF 54                       25.10$            1,355.40$                10" PVC Main (C‐900, DR 18) LF 268                     34.11$            9,141.48$                10" PVC Main (C‐900, DR 14) LF 41                       29.05$            1,191.05$                8" Gate Valve with Box EA 5                         1,422.11$      7,110.55$                10" Gate Valve with Box EA 2                         2,265.70$      4,531.40$                Fire Hydrant Assembly EA 12                       4,537.80$      54,453.60$              Single Water Service EA 27                       806.84$          21,784.68$              Double Water Service EA 30                       944.46$          28,333.80$              8" Temporary Blow Off (w/ Valve) EA 1                         893.06$          893.06$                   10" Temporary Blow Off (w/ Valve) EA 1                         936.00$          936.00$                   Automatic Flushing Device EA 1                         7,000.00$      7,000.00$                Testing, Chlorination & Sample Points LS 1                         10,118.00$   10,118.00$              12"x8" Hot Tap, Valve, & Tapping Sleeve EA 3                         5,226.93$      15,680.79$              Permanent Bacterial Sample Point EA 3                         1,500.00$      4,500.00$                Sub‐Total 230,516.45$           \\qgm.local\files\Engineering\PROJ‐ENG\F\FCOHPPL3\06DP\03PPL DP\Cost Estimate\FCOHPPL3 ‐ Construction Cost Estimate ‐ 2 Page 3 16.A.4.c Packet Pg. 318 Attachment: Opinion of Cost (2823 : Final plat Oyster Harbor Phase 3) Oyster Harbor at Fiddler's Creek Phase 3 PPL Submittal ‐ 87 Single Family Lots Engineer's Cost Estimate ‐ Site Infrastructure Electric / Street Lights / Conduit Unit Quantity Price Total 2" Conduit LF 4,570                 3.00$              13,710.00$              4" Conduit LF 515                     4.00$              2,060.00$                6" Conduit LF 640                     6.00$              3,840.00$                Street Lights EA 24                       4,571.00$      109,704.00$           Sub‐Total 129,314.00$           Irrigation / Lake Littoral Plantings Unit Quantity Price Total 6" PVC Pipe (includes valves & fittings) LF 263                     16.25$            4,273.75$                8" PVC Pipe (includes valves & fittings) LF 336                     21.30$            7,156.80$                Lake Littoral Plantings SF 74,845               0.25$              18,711.25$              Sub‐Total 30,141.80$             Total 2,095,479.46$     Utility Review & Inspection Fee Calculation Sanitary Sewer System 274,050.92$           Potable Water Distribution System 230,516.45$           Total 504,567.37$           Construction Review & Inspection Fee Calculation 25,427.06$              103,902.51$           278,864.44$           207,843.03$           129,314.00$           30,141.80$              Total 775,492.84$           Total 1,280,060.21$     Fees due at PPL Submittal 2 Submittal 1 Submittal 2 Difference Plat Review Fees 1,220.00$            ‐$                 ‐$                         Construction Review Fee 5,715.80$           5,816.20$      100.40$                   Utility Review Fee 3,783.51$           3,784.26$      0.74$                       Utility Modeling and Analysis 1,000.00$            ‐$                 ‐$                         Fire Review 100.00$               ‐$                 ‐$                         Certificate of Public Facility Adequacy 2,375.00$            ‐$                 ‐$                         Total 101.14$                Irrigation / Lake Littoral Plantings General Conditions Earthwork (not including Lake Excavation) Roadway Storm Drainage Electric / Street Lights / Conduit \\qgm.local\files\Engineering\PROJ‐ENG\F\FCOHPPL3\06DP\03PPL DP\Cost Estimate\FCOHPPL3 ‐ Construction Cost Estimate ‐ 2 Page 4 16.A.4.c Packet Pg. 319 Attachment: Opinion of Cost (2823 : Final plat Oyster Harbor Phase 3)