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Agenda 01/26/2016 Item #16A 1 1/26/2016 16.A.1 . 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 Fiddler's Creek Marsh Cove — Phase 2 Replat, (Application Number PL20150002327) 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 Fiddler's Creek Marsh Cove—Phase 2 Replat, a subdivision of lands located in Sections 13 & 24, 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 Fiddler's Creek Marsh Cove — Phase 2 Replat. 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 PUD, Ord. 2000-84. 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 Fiddler's Creek Marsh Cove— Phase 2 Replat be approved for recording. FISCAL IMPACT: The project cost is $1,399,461.59 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $443,285.05 b) Drainage, Paving, Grading $956,176.54 The Security amount, equal to 110% of the project cost, is $1,539,407.75 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: $43,178.85 Packet Page -421- 1/26/2016 16.A.1 . The Fees are based on a construction estimate of$1.399.461.59 and were paid in October 2015. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ L195.00 b) Construction Drawing Review Fee Water& Sewer(.75% const. est.) $ 3,324.64 c) Drainage, Paving, Grading (.75%const. est.) $ 7,171.32 d) Construction Inspection Fee Water& Sewer(2.25%const. est.) $ 9,973.91 e) Drainage, Paving, Grading (2.25%const. est.) $21,513.97 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 Fiddler's Creek Marsh Cove — Phase 2 Replat (Application Number PL20150002327) for recording with the following stipulations: 1. Approve the amount of$1,539,407.75 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. c. To delay recording of the plat until the plat of Fiddler's Creek Marsh Cove —Phase 2 is recorded. Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division, Growth Management Department Attachments: 1) Location Map 2)Plat Map 3) Opinion of Probable Cost Packet Page -422- 1/26/2016 16.A.1 . COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.1. 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 Fiddler's Creek Marsh Cove - Phase 2 Replat, (Application Number PL20150002327) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 1/26/2016 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Development Review 12/17/2015 6:43:39 AM Approved By Name: PuigJudy Title: Operations Analyst, Operations &Regulatory Management Date: 12/17/2015 9:52:16 AM Name: PuigJudy Title: Operations Analyst, Operations &Regulatory Management Date: 12/17/2015 9:52:53 AM Name: FrenchJames Title: Deputy Department Head -GMD, Growth Management Department Date: 12/29/2015 2:27:10 PM Name: McLeanMatthew Title: Project Manager,Principal,Development Review Date: 1/4/2016 5:08:05 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 1/5/2016 8:15:03 AM Name: MarcellaJeanne Packet Page-423- 1/26/2016 16.A.1 . Title: Executive Secretary. Transportation Administration Date: 1/6/2016 8:58:33 AM Name: KlatzkowJeff Title: County Attorney, Date: 1/6/2016 9:34:41 AM Name: IsacksonMark Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget Date: 1/7/2016 11:25:30 AM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 1/15/2016 10:33:55 AM Packet Page-424- 1/26/2016 16.A.1 . __......IIJVIIII I ' 41 N { P 1,a ....? iq‘ti im,00 . ,,,,,a,..,, ri EL -- /.......„ N i7.,„z 44 j-2,•••■•..441,7 ....,. . 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Engineer's Opinion of Probable Cost ,•`f/, t 40_,.P °�� mr FIDDLER'S CREEK- MARSH COVE, PHASE 2 REPLAT(TRACTS 39,41,42,43) :• No °•• F, HM# 2015.034 Date: 10/01/2015 t , Description Quantity 1 Units I Unit Cost D7bta, t GRAVITY SEWAGE COLLECTION SYSTEM 8' PVC Gravity Sewer 0'-6'Cut 2,005 LF $17.0041 '5� z3 l 8"PVC Gravity Sewer 6'-8'Cut r $16104.045 732 LF $22.ODi _ CS°•,� 16,1040 `° 0. 8"PVC Gravity Sewer 8'40'Cut 290 1 LF $27.001 \'s•• 0 0 * � 8"PVC Gravity Sewer 10 12'Cut � 91 1 LF --- $45.00 ter® bQ © d® ,VAL 8"PVC Gravity Sewer 12'-14'Cut 145 LF $55.00 t� 4�q0 8"PVC Gravity ®'Sewer 14'16'Cut 136 LF $70 00 I f 111119 0,s20.00 Manhole 0'-6'Cut,IET Lined 10 EA $4,800.00 $48,000.00 Manhole 6-B'Cut,IET Lined 8 EA $5,500.00 $68,000.00 Manhole 8'-10'Cut,IET Lined 0 EA $6,500.00 $0.00 Manhole 10'-12'Cut,IET Lined 3 EA $7,500.00 $22,500.00 Manhole 12'-14'Cut,IET Lined 0 EA $8,500.00 $0.00 6 PVC Lateral 1849 LF $20.00 $3,698.00 single Clean-out __ 31 EA $250.00 $7,750.00 double Clean-out ._ 37 EA $400.00 $14,800.00 Video Gravity Sewer j 3,503 ! LF $2.00 $7,006.00 Video Gravity Sewer(1 yr.after accept) 3,503 LF i $2.00 57,006.00 Subtotal Gravity Sewage Systems J $258,369.00 WATER DISTRIBUTION SYSTEM 10"PVC Water . 2 LF B Main DRIB 1,070 L830 ----__. �.._ _-$ __ --- $30,281:00 10"PVC Water Main DR14 83 LF_..._1-_.... .._ $29.95.--...___._.... $2,485.85 8"PVC Water Main DR18 2,128 LF $17.40 $37,027.20 8"PVC Water Main DR14 338 LF $19.001 $6,422.00 TO Gate Valve and Box 0 EA $2,000001 $0.00 8'Gate Valve and Box 4 EA j $1,200.00 $4,800.00 Fire Hydrant Assembly 15 EA $3,000.00 5 45 000.00 Air Release Valve 7 EA Si 250 00 $8,750.00 BSP(permanent) 4 EA I $2,000.00 $8,000.00 Water Main Auto Flush Device(AFD) 4 EA $5,000.00 $20,000.00 Single Water Service 23 EA -.--- I_ $250.00--- _--- - _ _ __- $5,7550.00 double Water Service 41 EA $400.00, $16,400.00 Single meter 0 EA ! $600.001 $0.00 Subtotal Water Main System i -i 1 $184,916.05 DRAINAGE i 8" HDPE 1,893 LF $15.001, $28,395.00 10" HDPE 1,716 LF I_- $18.00 $30,88800 15"HD HOPE 1,391 I LF i -.-.-_ $21.00 $29,211.00 6 001 $24,934.00 959 I LF -{ 18"HOPE 395 r LF $37001 $14,615.00 2 LF $55.00 15'RCP E..--- 4g3 , LF �. ...- -------. ..-_ $38 115_DO $28.00 $13,214.00 818 -- ---- -- 18"RCP i IF I,.. $42.00 $34,356.00 24"PCP 304 LF _ .. _.. — 565.00 $19,760.00 30"RCP 501 , LF I $75.00: $37,575.00 36"RCP 361 LF ...- _...._ $85.00 -..- $30,685.00 8-10"Flared End Section 3 EA 5700.001 $2,100.00 12"Flared End Section 2 , EA ,, 0.001 800.00 —--- � � $90 -.._ $1, 15"Flared End Section 3 EA $ .0 1,20 O.U01 18"Flared End Section $3,600.00 0 EA $1,350.00 --- _- 50.00 24"Flared End -- ection 4 EA 51,600.00 8 30"Flared End Section 0 $0 EA 55, 00 S1,b00.001 $0.00 36"Flared End Section 1 EA $2,100.00; $2,100.00 Nyopiast Inlets(yard drains) 56 ' EA $900.001 550,400.00 Valley Gutter Inlet 16 EA $3,500.00 556,000.00 Junction Box I 4 I EA , 53,000.00 $12,000.00 Subtotal Drainage System ' $435,578.00 ROADWAY PAVEMENT 3/4"Asphalt Paving Type 5 III (1st Lift) 12,474 SY ( $4.251 $53,014.97 3/4"Asphalt Paving_Type S Ill (2nd Lift) 12,473 SY $4.45' $55,506.83 6"Limerock Base 12,473 SY $6.501 581,077.39 Prime Limerock Base 12,473 SY $0.601 $7,484.07 12"Stabilized Subgrade 14,969 _ SY 1 51.851 $2.7,691.79 Valley Gutter(2"wide) 8 095 LF $10.001 $80,950.00 Type A 815 LF i $10.00! $8,150.00 H:\2015\2015034\SS\F Packet Page -432-'T-EOPC 10_01_15 1/26/2016 16 A 1 I Engineer's Opinion of Probable Cost FIDDLER'S CREEK- MARSH COVE, PHASIE 2 REPLAT(TRACTS 39,41,42,43) HM# 2015.034 Date: 10/01/2015 ascription Quantity Units Unit Cost Tote( 1 1'Sod Strip 8,910 LF $0.30 $2,673.00 Subtotal Roadway Pavement , $316,548.04 [ SIGNAGE MARKING&LIGHTING , , Stop Signs 7 1 EA ' l $200.00 $1,400.00 Speed/Traffic Signs -- 4 EA $200.00 $800.00 Street Signs(name) I 4 EA I $200.00 $800.00 24"Stop Bar,White(thermoplastic) 84 LF j $15.00 $1,260.00 6"Solid Yellow Striping 350 IF _I 53,45 $1,20750 Fire Hydrant Markers 15 EA : $15.50 $232.50 Street Lighting(Single)[assumed 200'spacing) 22 EA , $5,000.00 $110,000.00 Subtotal Signage Marking&Lighting i 1--- $115,700.00 .ITE.',P.OPIN.P.,4,1EAKT,Ifitt9,RikleAr--1. 171747.4tti , Silt Fencing 8,591 I LF I $2.00 $12,182.00 , lurbidity Barrier 975 I IF i $7.50 $7,312.50 Mass Grubbing 39 I AC l $1,000.00 $38,700.00 --r— , Rough Grading(+/-0.2'tolerance)(Clrg.Area-Lake Areas) 39 i AC 1 $650.001 $25,155.00 Subtotal Site Grading&Earthwork I L I $88,349.50 I l TOTAL . ! $1,399,460.59 Wastewater&Water Totals $443,285.05 I . ._. Paving,Grading&Drainage Totals $956,176.54 . .. 11:V015\2015034\SS\F Packet Page -433-iT-EOPC 10_01_15