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Agenda 04/22/2014 Item #16A 7 4/22/2014 16.A.7. 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 Seneca at Tans Park, (Application Number PL20130000311)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 (BCC) approve for recording the final plat of Seneca at Talis Park, a subdivision of lands located in Section 7, 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 Engineering Services Department has completed the review of the construction drawings, specifications, and final plat of Seneca at Talis Park. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Tuscany Reserve PUD, Ordinance 2012-11. 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. FISCAL IMPACT: The project cost is $630,856.95 (estimated)to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $189,590.60 b) Drainage,Paving, Grading $441,266.35 The Security amount,equal to 110%of the project cost, is$693,942.65 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: $19,955.71 n Packet Page-261- 4/22/2014 16.A.7. The Fees are based on a construction estimate of$630,856.95 and were paid in December,2013. The breakdown is as follows: a) Plat Review Fee($1,000.00+$5./ac) $1,030.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $1,421.93 c) Drainage,Paving, Grading (.75%const. est.) $3,309.50 d) Construction Inspection Fee Water& Sewer(2.25%const. est.) $4,265.79 e) Drainage,Paving, Grading (2.25%const. est.) $9,928.49 LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. -SAS GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. RECOMMENDATION: That the BCC endorse staffs recommendation to approve the final plat of Seneca at Talis Park (Application Number PL20130000311) for recording with the following stipulations: 1. Approve the amount of$693,942.65 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Engineering Services 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 BCC or the County Manager or his designee, or his designee on behalf of the BCC pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: John Houldsworth, Senior Site Plans Reviewer, Engineering Services, Growth Management Division,Planning and Regulation Attachments: 1)Location Map 2)Plat Map 3)Opinion of Probable Cost Packet Page-262- 4/22/2014 16.A.7. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.7. 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 Seneca at Talis Park, (Application Number PL20130000311) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 4/22/2014 Prepared By Name:HouldsworthJohn Title: Site Plans Reviewer, Senior, Engineering&Environmental Services 3/26/2014 8:06:17 AM Approved By Name: PuigJudy Title: Operations Analyst, Community Development&Environmental Services Date: 3/27/2014 4:51:34 PM Name: McKennaJack Title: Manager-Engineering Review Services,Engineering&Environmental Services Date: 4/4/2014 6:10:38 PM Name: MarcellaJeanne Title: Executive Secretary, Transportation Planning Date: 4/8/2014 2:59:26 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 4/9/2014 9:10:09 AM Name: KlatzkowJeff Title: County Attorney, Date: 4/9/2014 11:11:22 AM Name: IsacksonMark Packet Page-263- 4/22/2014 16.A.7. Title: Director-Corp Financial and Mngmt Svs,Office of Management&Budget n Date: 4/9/2014 3:24:40 PM Name: OchsLeo Title: County Manager, County Managers Office Date: 4/10/2014 3:39:12 PM n Packet Page-264- 4/22/2014 16.A.7. • •• • LEE COUNTY • ' . • • • • • .COLLIER COUNTY '1 ���'• o„1u"uun''''��'i'''' • • • LIVINGSTON ” 12 nun``�o" -� • • .• ionu� ROAD • • •••• COUNTRY CLUB • P.ROTEC'P. i . • LOC'ATIO •7 • I : •• • ILIVINGSTON ROAD—E/W • to . III w i N • • if • o1i13 18 . • .W O O E 0 11 . • I PELICAN D w I • NOT TO SCALE \\SCALE — — — — ._ ! . LOCATION MAP • • • • Watercourse at Talis Park P L20120002768 Packet Page-265- 4/22/2014 16.A.7. 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F'P L-PL20130C100311 REV: Z SENECA AT TALIS PARK DATE: 3/4/14 DUE 411114 Seneca Way at Tails Park PPl. 11111111111/1111112!! !2!!!!cs3:1!:11 1SIC IE111211!C:i11111i11iii1111 Februa7 19,2014 1 1 1 I I I 1 1 1 1 1 1 1 I I I I I I I Wastewater $97,94.4.60 Water $91,6.46.00 Sub-Total $189,590.6Ci Earthwork $80,097.60 Paving $170,871.75 Drainage $94,071.00 Irrigation $47,226.00 Lighting $49,000.00 Sub-Total 5441,266.35 10%0&IVI $63,085.70 j Total 5693 942.65 Notes: I i This C pinion DI'Probable Cost(OPC)shalt,be used for budgeting purposes only 2'i This CPC is cased en the engineer's understanding of the current rules,regulations,ordinances,and construction cost;in effect DI the date cf this document. nterpretations of these construction cost:may affect this OP:,and may require adjr.stments to delete,decrease,or increase portions of this OPC. 31 All costs provided in this OPC are based on recent contract prices,or the engineer's latest known unit costs. These costs cannot be guaranteed at this:time due to unpredictable and u nr_oritrnllab:e increases in the c:os:of concrete,petroleum,or the availability of materials and labor. 41 Does not include permit fees or soft costs. 51 Does not include enhanced landscape or hardscape features. ,\,111VII11/f, iL`liic'� VVillems, tk .e• alk Died, ,���.i� '_ — �, • --_ Packet Page-270- 4/22/2014 16.A.7. IIIIIIIIMIIIIIIIIMIIIWIINIIMIMBMIIIIIIIIILTOXZZEZIIMIIIIMEIEEIIIMIIIIIIIIIIIIIIIIMI Estimated [Item# Description Quantity Unit Unit Price amount WW-1 6"Single PVC Sewer Service with Cleanout 3 EA $400.00 $1,200.00 WW-2 6"Double PVC Sewer Service with Cleanout 20 EA $600.00 $12,000.00 WW-3 8"PVC Sanitary Sewer SDR-26(0-6') 429 LF $19.00 $8,151.00 WW-4 8'PVC Sanitary Sewer SDR-26(6-8') 641 L.F $27.00 $17,307.00 WW-5 8"PVC Sanitary Sewer SDR-26(8-10') 551 L.F $38.00 $20,938.00 WW-6 8"PVC Sanitary Sewer SDR-26(10-12') 157 LF $41.00 $6,437.00 WW-8 Television Inspection 1,778 LF $2.20 $3,911.60 WW-9 Manhole(0-6') :3 EA $500.00 $1,500.00 WW-10 Manhole(6-8') 1 EA $5,800.00 $5,800.00 WW-11 Manhole(8'40') 2 EA $6,625.00 $13,250.00 WW-12 Manhole(10'-12') 1 EA $7,450.00 $7,450.00 TOTAL= $97,944.60 i"\ Packet Page-271- - 4/22/2014 16.A.7. , ■a WI • EIRE " [ten% jDescliPtion Estimated Unit Unit Price Amount Quantity W-1 Connect to Existing Main 1 EA $2,200.00 $2,200.00 W2 10"PVC Water Main DR-18 1,976 LF $21.00 $41,496.00 W-3 Single Potable Water Service,Complete 3 EA $650.00 $1,950.00 W-4 Double Potable Water Service,Complete 20 EA $900.00 $18,000.00 W-5 Fire Hydrant Assembly 7 EA S4,000.0C $28,000.00 TOTAL= $91,646.00 Packet Page-272- • 4/22/2014 16.A.7. • ..--, 1111111111111111111111MIIMINNIMMIMMIIMMEEZEMMIMMIMMIMIIIIMMIIMINII E Estimated em a Description Quantity Unit Unit Price Amount E-1 Place/Grade/C.ompact Site Fill 20,000 CY $1.75 $35,000.00 E-2 Sod(2'Off Curb) 411 SY $1.85 $760.35 E-3 2'Silt Fence 4,403 LF $1.75 $7705.25 E-4 Disking 1.51.28 AC $1,900.00 $36,632.00 TOTAL.= $80,097.60 Packet Page-273- 4/22/2014 16.A.7. C Estimated Unit Unit Price Amount Quantity P-I Signing and Marking 1 LS $7,300.00 $7,300.00 P-:2 Valley Gutter 3,908 LF $&00 $31,264.00 P-.3 Type"A"Curb&Gutter 456 LF $11.25 $5,130.00 P-4 3/4"Asphaltic Concrete (Type S-Ill)First Lift 7,204 SY _ $4.50 $32,418.00 P-.5 3/4"Asphaltic Concrete ('type 5-III)Second Lift 7,205 SY $4.50 $32,422.50 P-5 6"Limerock Base(compacted and primed) 7,204 SY $7.00 $50,428.00 P-7 12"Stabilized Subgrade(Onsite Material) 5,293 SY $2.25 $11,909.25 TOTAL= $170,871.75 Packet Page-274- 4/22/2014 16.A.7. immonnunumenummuunumemammununnommomniummummor Litem# Description Estimated Unit _ Unit Price Amount: Quantity 0-1 12"HOPE 717 IF $16.00 $11,472.00 D-2 15"RCP 47 I.F. $27.00 $1,269.00 D-3 18"RCP 440 LF $43.00 $18,920.00 D-4 Head Wall 1 EA $2,500.00 $2,500.00 D-5 Valley Gutter Inlet 6 EA $2,800.01) $16,800.00 D-6 Junction Box 1 EA $3,000.00 $3,000.00 D-7 Grate Inlet 1 EA $2,500.00 $2,500.00 • D-B Yard Drains 21 EA $1,000.00 _$21,000.00 D-9 Existing 36"RCP 511 LF $10.00 $5,110.00 D-:.0 Existing Inlets 2 EA $2,000.00 $4,000.00 D-:.1 Existing Headwalls 3 EA $2,500.00 $7,500.00 TOTAL=: 594,071.00 ,„....\ Packet Page-275- 4/22/2014 16.A.7. IONINIMIIM 11I NwIIEL 11111 M1IMMI C Item# Description Estimated Quantity l Unit - Unit Price Amount I-1 Connect to Existing Irrigation Main 1 EA $2,100.00 $2,100.00 1-2 6"PVC Irr. Main DR-18 2,034 LF $14.00 $28,476.00 1-3 Single Irrigation Service,Complete 3 EA $550.00 $1,650.00 1-4 Double IrrigaTiori Service,Complete 20 EA $700.00 $14,000.00 I-5 6"Gate Valve 1 EA $1,000.00 $1,000.00 TOTAL= $47,226.00 n Packet Page-276- ` 4/22/2014 16.A.7. I. I11111•1111111111111M 11 111n1111 1111111111M1n111111I1111 =a1111111 Estimated _________. C Item# Ciescription Unit Unit Price Amount Quantity 1.-1 Street Lighting :1 LS $49,000.00 $49,000.00 TOTAL= $49,000.00 r—. Packet Page-277-