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Agenda 09/09/2014 Item #16A19 9/9/2014 16.A.19. 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 Del Webb Naples, Parcels 201 - 203, (Application Number PL20130002601) 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 Del Webb Naples, Parcels 201 - 203 a subdivision of lands located in Sections 8 & 17, Township 48 South, Range 29 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 plans concurrently. CONSIDERATIONS: The Engineering Services Department has completed the review of the construction drawings, specifications, and final plat of Del Webb Naples, Parcels 201 - 203. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Ave Maria Development of Regional Impact (DRI) Development Order No. 2012-02,Resolution 2012-233. 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. There is an Ave Maria Utility Easement recorded in OR Book 4898, Page 2661 which effects Lots 13 and 14 Block 202. This easement will be vacated in part prior to recording of the final plat. The Engineering Services Department recommends that the final plat of Del Webb Naples, Parcels 201 -203 be approved for recording. FISCAL IMPACT:, The project cost is $1,725,652.37 (estimated)to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $809,638.16 b) Drainage,Paving,Grading $916,014.21 The Security amount,equal to 110%of the project cost,is$1,898,217.61 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: $28,650.43 Packet Page-679- 9/9/2014 16.A.19. The Fees are based on a construction estimate of $916,014.21 (does not include Ave Maria /""■ Utilities)and were paid in April, 2014. The breakdown is as follows: a) Plat Review Fee($1,000.00+$5./ac) $ 1,170.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) n/a c) Drainage,Paving, Grading (.75%const. est.) $6,870.11 d) Construction Inspection Fee Water& Sewer(2.25%const. est.) n/a e) Drainage,Paving, Grading (2.25%const. est.) $20,610.32 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 Board of County Commissioners endorses staff's recommendation to approve the final plat of Del Webb Naples, Parcels 201 - 203 (Application Number PL20130002601)for recording with the following stipulations: 1. Approve the amount of $1,898,217.61 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 Board of County Commissioners or the County Manager or his designee, 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, Engineering Services, Growth Management Division,Planning and Regulation Attachments: 1)Location Map 2)Plat Map 3)Opinion of Probable Cost Packet Page-680- 9/9/2014 16.A.19. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.19. 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 Del Webb Naples, Parcels 201- 203, (Application Number PL20130002601) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 9/9/2014 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior,Natural Resources 7/24/2014 10:43:45 AM �.. Approved By Name: PuigJudy Title: Operations Analyst,Community Development&Environmental Services Date: 8/7/2014 4:58:14 PM Name: McKennaJack Title:Manager-Engineering Review Services,Natural Resources Date: 8/13/2014 3:34:21 PM Name: StoneScott Title:Assistant County Attorney,CAO Land Use/Transportation Date: 8/21/2014 8:36:45 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 8/21/2014 10:16:36 AM Name: KlatzkowJeff Title: County Attorney, Date: 8/21/2014 2:54:22 PM Name: IsacksonMark Packet Page-681- 9/9/2014 16.A.19. Title:Director-Corp Financial and Mngmt Svs, Office of Management&Budget Date: 8/21/2014 3:47:00 PM Name: FinnEd Title: Management/Budget Analyst, Senior,Transportation Engineering&Construction Management Date: 8/21/2014 4:31:22 PM Name: OchsLeo Title: County Manager,County Managers Office Date: 8/25/2014 2:34:05 PM Packet Page-682- 9/9/2014 16.A.19. • IIvIMOKALE:E ROAD _____.___� . • 25 • 30 28 29. • w W I • 36 iQ rn 32 33 I. 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O M § !.5 N '' J e v as<W.aaasaaa� liIVI. 00gqggg. 3. O o�° N °z k Li c.1) Qof 33W3WW3W 8 kl li o L.U Ct m'J n , o`') -.3 my95n C4 ° 11 'tea A, Ni( " N.LO ap r� J -* 4 Mme e*� °,410 QOM V • 3 '3 a'i1 2n1I3�yA! 2 ojc Q ti ... s....,.a 1.7.-5 P'p� i ....: )PA/ Y ... .: Y st� ; e O W e,,y. J Lki e a '1.:N a • Packet Page -690- 9/9/2014 16.A.19. Del Webb Parcel 201-203:Resubmittal Engineer's OPC 1 copy Packet Page-691- 9/9/2014 16.A.19. DEL WEBB PARCELS 201-203 Collier County ■ C 'pinian »# �!rp ,. I�e iCbst OPC.Revision# kEVOD _ Plan&Revision# 13.3-41-01 REV00_______�__ G Earthwork $45,951.40 Paving $257,547.61 Drainage $261,461.00 Irrigation $116,054.00 Landscaping $160,000.00 Lighting $75,000.00 _ Tota 9 16A142i Note:: �\ 1)This Opinion of Probable Cost(OPC)shall be used for budgeting purposes only. 2)This OPC is basec:on the engineer's understanding of the current rules;regu ations,ordinances,arid construction costs in effect on the date of this document.Interpretations of these constriction costs may affect this OPC,and may require adjustments to delete,decrease.or increase portions of this.OPC. 3)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 unconroilaole increases in the cost of concrete, petroleum,or the aysilaoillty of materials and labor. 4)Does not include permit fees or soft costs. 5)Does not include enhanced landscape or hardscape features. Brendan D.Sloan, L 1, • G.i i4 FIcir5dasl;rain ,ft8§978 PPL-PL20130002601 REV: 1 DEL WEBB DATE:4/3/14 DUE: 5/1/14 Packet Page-692- 9/9/2014 16.A.19. I11111111I III Os f i„oiA NIMINIMMIMEIMMINII _� m:teyd� ` Item#I Description Unfit I Unit Price� C Amount anti E-1 Single Row Silt Fence 7.278 LF _ $1.25 $9,097.20 E-2 Disking 33.97 AC $1,.000.00 $33,970.00 E-3 Sod(6'Behind Curb) 1,518 SY $1.90 $2,884.20 SIIB'TOTAI= ' $4;95*44O",,T 3. 1 /,,, Packet Page-693- 9/9/2014 16.A.19. i IN i DRAINAGE Estimated I Item a _ Description Unit Unit Price Amount quantity_ C-1 15"RCP 218 LF $25.00 $5450.00 C-2 18"RCP 517 LF $35.00 $18,095.00 C-3 24"RCP 187 LF $38.00 $7,106.00 C-4 36"RCP 1,693 LF $70.00 $118,510.00 D-5 15"Headwall 1 EA $2,000.00 $2,000.00 D-6 18'Headwall 3 EA $2,300.00 $6,900.00 C'-7 24"Headwall 1 EA $2,600.00 $2,600.00 G-8 36'Headwall 11 EA $3,200.00 $35,200.00 G-9 Valley Gutter Inlet 22 EA _ $2,800.00 $61,600.00 D•10 Junction Box 1 EA $4,000.00 $4,000.00 SU1B•1',OTAt;n ,.$261,46140,a Packet Page-694- 9/9/2014 16.A.19. E '' Estimated Item# Description Unit Unit Price Amount Quantity P-1 3/4"Asphaltic Concrete(Type S-Ill)First Lift 5,462 SY $4.21 _ $22,995.86 P-2 3/4"Asphaltic Concrete(Type S-III)Second Lift* 5,462 SY $4.50 $24,579.90 P-3 6"Limerock Base(Compacted and Primed) 5,462 SY $7.21 $39,382.46 I'-4 12"Stabilized Subgrade 6,633 SY $2.50 $16,582.15 P-5 Valley Gutter 7,009 LF $7.70 -- $53,968.61 P-6 Type"A"Curb 8.Gutter 1,450 LF $11.55 $16,745.54 P-7 Type"F"Curb&Gutter 3,252 LF - $14.03 $45,620.51 P-8 4"Concrete Sidewalk(Reinforced)** 651 SY $24.27 $15,807.78 P-9 Concrete Handicap Ramps w/Detectable Surface 18 EA $742.50 $13,365.00 P-10 Signing and Marking 1 LS $8,000.00 $8,000.00 P-11 Stabilized Turn-A-Round 1 EA - $500.00 $500.00 "second lift prior to final acceptance «Common area only(see plans) Packet Page-695- 9/9/2014 16.A.19. IN 1 , 1 i 1 1kR1o. co MOMMEMMEEMINIMI I Estimated Unit Unit Price Amount Item# Description Quantity I-1 Connect to Existing Irrigation Main 1 EA $3,050.00 $3,050.00 1-2 4"PVC Irr. Main(DR-18) 2,521 LF $11.00 $27,731.00 1-3 6"PVC Irr.Main(DR-18) 1,424 LF $17.00 $24,208.00 1-4 4"PVC Irr. Main (DR-14) 120 LF $12.00 $1,440.00 1-5 6"PVC Irr. Main(DR-14) 120 LF $18.00 $2,160.00 1-6 4"Gate Valve 6 EA $840.00 $5,040.00 1-7 6"Gate Valve 6 EA $950.00 $5,700.00 1-8 Single Irrigation Service,Complete 27 EA, $550.00 $14,850.00 1-9 Double Irrigation Service,Complete 31 EA $700.00 $21,700.00 1-10 Temporary Blow Off 4 EA $1,550.00 $6,200.00 I-11 Permanent Blow Off 3 EA $1,325.00 $3,975.00 n Packet Page-696- 9/9/2014 16.A.19. �\ ■ 11 11 CODE MlP IWUM L¢V'NDSCAPIN(i Estimated I Unit Price Amount unt item it Description_ l nn Quant;it� LA-1 Code Minimum Landscaping 1 LS $160,000.00 $160,000.00 SUBTOTAL= $160,000.00 •• Packet Page-697- 9/9/2014 16.A.19. • LIGHTING Item# Description Unlit Unit Price Amount LE:timated uantiti_I _ 1-1 Light Fixtures 30 L5 $2,500.00 $75,000.00 SUBTOTAL= $75,000.00 Packet Page-698- 9/9/2014 16.A.19. DEL WEBB PARCELS 201-203 ■MUC Opinion of Probable Cost OPC Revision# REVO1 Plan&Revision# 13341-01 REVO1. SUMMARY Wastewater $504,611.44 %Neter __$2.81,445.03 Subtotal, $77>#6;Q56 47,, 0.75%Construction Document Review Fee $5,895.42 • 2.25%lnspecti'on Fee $17,686.27 • Subtotal": $x,58169:.' Total ±$809;63846. Notes: 1)This Opinion of Probable Cost(OPC)shall be used for budgeting purposes only. 2)This OPC Is based on the engineer's understanding of the current rules,regulations,,ordinances,and construct'on costs In effect on the date of this document Interpretations of these construction costs may affect this OPC,and may require adjustments to delete,decrease:,or increase portions of this OPC. 3)All cosh 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 end uncontrollable increases in the cost of concrete,petroleum, orthe availability of materials and labor. 4)Does not include permit fees or soft vests. 5)Does not include enhanced landscape or hardsapefeatures. rrto111111!/dig, ` No .'Z rgn an D.Sloan,P.,.. * 13 t • ti 11rrs N giik+ t`,` Packet Page-699- 9/9/2014 16.A.19. i 1 WASTEWATER .. , LIStimated item# Description (Unit Unit Price I Amount WW-1 8"PVC Sanitary Sewer SDR-26 0-6' mtity ( ) 940 LF $36.37 $34,187.80 WW-2 3"PVC Sanitary Sewer SDR-26(6'4,'1 9.81 LF $40.77 'WW-3 8"'PVC Sanitary Sewer SDR-26(8'-]A') 311 LF t $39,995.37 'NW-S 8"PVC Sanitary Sewer SDR-26(12'-14') 457 IF $45.17 $14,047.87 WW-6 8"PVC Sanitary Sewer SDR-26(14'-16') 479 LF $63.87 $29,188.59 WW-7 8"PVC Sanitary Sewer SDR-26(16'-18') 383 LF $74.87 $35,862.73 WW-8 8"PVC Sanitary Sewer SDR-26(18'-20') 113 LF 86.9 7 $3!309.51 WW-9 8"PVC Sanitary Sewer 5;DR-26(20'-22') 179 LF $250.00 $28,250.00 VIW-10 8"PVC Sanitary Sewer SDR-26(22"-24') 140 $300.00 $53,700.00 V/W-11 Manhole 4'Diameter(0-6') $350.00 $49,000,00 6 EA WW-12 Manhole 4'Diameter(6'-8') _ $4,350.00 $26,100.00 WW-13 Manhole 4'Diameter(8"-10') i $5,399.31 $21,5x97.24 $6,110.39 $6,110.39 WW-15 Manhole 4'Diameter(12'-14'} E V1M/-16 Manhole 4'Diameter(14"-16') A $7,418.47 $14,83694 1AW-17 Manhole 4'Diameter(16'-18') 1 E EA A 58,350.00 $16,700.00 1AW-18 Manhole 4'Diameter(18'-20') $10025.00 2, 0 $10,025.00 1A W-19 Manhole 4'Diameter,20'-22') EA $12500.00 $12,500.00 E • A $15,000.00 $15 V W-20 Manhole 4'Diameter(;22"-24') 2 ,000.00 WW-21 6"Single PVC Sewer Service EA $18,000.00 $36,000.00 12 FA $400.00 WW-22 6"Double PVC:!ewer Service 39 $4,800.00 i $600.00 $23,400.00 • '.SUBTOTAIL= $504,6];x;.44, i Packet Page-700- • 9/9/2014 16.A.19. ^, POTABLE WATER [ltemst Description Estimated uanti Unit Unit Price Amount PW-1 Connect to Existing Water Main 2 E4 PW-2 6"PVC Water Main(DR-1.8) $2,50U.00 $ ..00 PW-4 8"PVC Water Main(DR-18) 503 IF $17.00 $6,539.00 647. PW-5 8"PVC Water Main(DR-14) 114 IF $17.00 $2,166.00 00 PW-6 10"F'VC Water Main(DR-18) 2,764 LF $19.00 6,811.5 PW-7 10"PVC Water Main(DR-14) 2,7 2 LF $$31.00 $5,64 .00 PW-8 6"Gate Valve ��•t i-i' $31.00 $�,E�42.00 1 E11 $900,00_- $900.00 PW-9 B"Gate Valve -- PW-10 1U"'Gate Valve `i EA _ $1,350.00 $5(400.00 7 EA $2,336.91 $16,358.37 PW-11 Fire Hydrant,Complete 27 EA $3,500.00 $94,500.00 PW-12 Single Water Service,Complete 7 EA _ $650___00 _ $4,550.00 PW-13 Double Water Service,Complete 31 EA $ PW-16 Temporary Bacterial Sample Point 1 EA _$900.0$300.00 0 $3 0000.00 $300.00 P W-17 Permanent Bacterial Sample Point 1 $1,489.60 $1,489.60 P'W-20 Temp.Blow-Off with Temp.Bacterial Sample Point 3 E4 $2,480.50 $7,441.50 P'N-18 Automatic Flushing Device 3 EA $1,200.00 $3,600.00 PN-19 Air Release Valve 3 EA $2,000.00 $6x000.00 SUBTOTA1.e .4231r445;03i..: Packet Page-701-