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Agenda 12/09/2014 Item #16A 9 12/9/2014 16.A.9. 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 Esplanade Golf & Country Club of Naples Blocks "E" and "G2", (Application Number PL20140002187) 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 Esplanade Golf& Country Club of Naples Blocks "E" and "G2", a subdivision of lands located in Sections 15 & 22, 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 Esplanade Golf & Country Club of Naples Blocks "E" and "G2". These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Mirasol PUD, Ord. 12-41, 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 Engineering Services Department recommends that the final plat of Esplanade Golf & Country Club of Naples Blocks "E" and "G2"be approved for recording. FISCAL IMPACT: The project cost is $540,146.13 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $286,703.10 b) Drainage,Paving, Grading $253,443.03 The Security amount, equal to 110% of the project cost, is $594,160.74 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: $17,403.38 Packet Page-954- 12/9/2014 16.A.9. The infrastructure fees are based on a construction estimate of$540,146.13 and were paid in June, 2012 as part of the Esplanade Golf& Country Club Phase 2 plat. The plat review fees for this plat were paid in September, 2014. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $1,199.00 b) Construction Drawing Review Fee Water& Sewer(.75% const. est.) $2,150.27 c) Drainage, Paving, Grading (.75% const. est.) $1,900.82 d) Construction Inspection Fee Water& Sewer(2.25% const. est.) $6,450.82 e) Drainage,Paving, Grading (2.25% const. est.) $5,702.47 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. - SAS RECOMMENDATION: That the Board of County Commissioners endorses staff's recommendation to approve the final plat of Esplanade Golf& Country Club of Naples Blocks "E" and "G2" (Application Number PL20140002187) for recording with the following stipulations: 1. Approve the amount of$594,160.74 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, Growth Management Division Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost Packet Page-955- 12/9/2014 16.A.9. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.9. 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 Esplanade Golf& Country Club of Naples Blocks "E" and "G2", (Application Number PL20140002187) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 12/9/2014 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior,Natural Resources 11/4/2014 1:3 7:04 PM Approved By Name: PuigJudy Title: Operations Analyst, Community Development&Environmental Services Date: 11/5/2014 1 1:34:22 AM Name: McLeanMatthew Title:Project Manager, Principal, Operations and Regulatory Management Date: 11/12/2014 9:54:21 AM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 11/19/2014 3:55:27 PM Name: CasalanguidaNick Title: Administrator-Growth Management Div,Business Management&Budget Office Date: 11/23/2014 9:41:39 PM Name: KlatzkowJeff Title: County Attorney, Date: 11/24/2014 8:49:27 AM Packet Page-956- 12/9/2014 16.A.9. 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Plan: 276-12-01, Rev 07 IlllllllIHIHhIIlI !INllllflhIIIIIOIlllhIIIllhI Parcel i= Parcel G2 "-otal .I Wastewater(Rev 07) $35,466.00 $78,603.00 5164,069.00 \Na1:er(Rev 07) $62,636.45 559,997.65 5122,534.10 Irrigation(Rev 071 $32,866.75 526,637.00 $59,503.75 Dra"rnage(Rev 07) $20,006.25 513,153.00 $33,159 25 Sub-Total(Rev 07) $379,3(66„10 Earthwork (Rev 07I -M - $602.00 $533.53 $1,136.53 y, Paving(Rev 07) $89,968.50 $69,675.00 $159,543.50 Sub-Total(Rev 07) $160,78(Y03 — _-- Total(Rev 07) $540,146..13 Notes: 1)This Opinion of Probable Cost(CPC)shall be used for budgetirg purposes Only. 2)This OPC is based on the engineer's understanding of the current rules,regulations,ordinances,and construction costs in effect on the date of this document.Interpretations of these corstruction costs may affect this OPC,and may require adjustments to delete,decre.3se,or increase portions of this OPC. �1\�ittit1111t1,!/, v , ►fib; !id rt g''',, 3)All costs provided in th s OPC are based on recent coy:rad:;3rires,or the ei;inee ', start known cm t costs. o e,e �t =. tfot 4)Does not include permit fear.or soft costs. •:' (�..0 .”�c;F:N,� 0 �% landscape Cr har p . e, w i.,',.. {�" i 5)Does not include!=_nhanced lane 9sca e features � ..) : .1 _- *-4.. td O. C6421 * = erertty H.IHrlcld, F.�F �Cate 1-, . \(•'•, Florida CCTt ;'6x,1-11 `fit?\��`• 1<;,10Nill. S `%\\\ 'h!l.It,ilitlttl‘ FP- PL20140002187 Rev: 2 ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES BLOCKS E AND GZ DATE: 10/29/14 DUE: 1 1/20/14 Packet Page-965- 12/9/2014 16.A.9. ■■ IIIII1111111111111IIIIII1111=111 EI]II1111III1111111111111111111111111II1111 T F,EU 1----T f 1 �Item# Description Unit Unit Price Rev(17 Total � �— Qiaantiity PARCEL E(AFtREZC)C7,1 V/W-1 8"PVC Sanitary Sewer SDR-26 (0'-6') 685 I_I= $30.00 $30,550.00 WW-2 8" PVC Sanitary Sewer 5.DR-26 (6'-8') 565 IS $34.00 $19,210.00 WW-3 Manhole 4' Diameter with lET Coating(0-6') 4 EA $3,900.00 $1.5,E00.00 WW-4 Manhole 4' Diameter with lET Coating(6'-8') :3 EA $:3,900.00 $11,700.00 V/W-5 Single Sewer Lateral (Complete) :3 EA $785.00 $2,355.00 WW-6 Double Sewer Lateral(Complete) 11 EA $891.00 $9,801.00 VVW-7 Television Inspection :L,250 I_F $5.00 $6,250.00 SUBTOTAL:: 585,466.0CI PARCEL G2(RIALTO LNI.) V/W-8 8" PVC Sanitary Sewer SDR-25(0'-6') 379 I_P $30.00 $11,370.00 V/W-9 8" PVC Sanitary Sewer SDIR-26(0'-6') 798 I_I= $34.00 $27,132.00 WW-10 Manhole 4' Diameter with LET Coating(0-6') 2 EA $:3,900.00 $7,800.00 WW-11 Manhole 4' Diameter with IET Coating(0-6') 2 EA $4,:L00.00 58,200.00 WW-12 Single Sewer Lateral (Complete) :1 EA 5785.00 $735.00 WW-13 Double Sewer Lateral(Complete) 7 EA 5891.00 $6,237.00 WW 14 Modified Single Sewer Lateral(Complete) 2 EA $426.00 5852.00 WW-L5 Modified Double Sewer Lateral (Complete) 3 Eua 5449.00 $:3,592.00 WW-16 Cut In Double Sewer Lateral (Complete) 2 EA $1,425.00 $2,850.00 WW-L7 Grout and Cap existing lateral 4 E:A $975.00 5:3,900.00 WW-18 Television Inspection 1,177 I_P $.5.00 $5,885.00 SLIE3TOTAL: $78,603.00 TOTAL:: $:16.4,069.00 Packet Page-966- . .i m • HI I 12/9/2014 16.A.9. ■■ 111111IWII111111111111 1I1211:13:11^L I1I1I11I11111111111111111W111111111111t Rev 37 1 Item It 1Description L IUni:I Unit:Prig Rev 07 iota l Quantity L PARCEL E(ARFtEZO CT.). W-1 8"PVC Water Main(C900,DR 18) 1,282 L1= $17.15 $21.986.30 W-2 8"PVC Water Main(0900,DR 14) 41 LI: $19.15 $785.15 W-3 8"Gate Valve 3 BA 51.300.00 $5,300.00 W-4 Fire Hydrant,Comp ete 3 EA 5:3,600.00 510.800.00 W-5 1.5"Single Water Service,Complete :3 FA $650.00 $1,350.00 W-6 1.5" Double Water Service,Complete 11 FA $965.00 510.615.00 W-7 Temporary Blow Off w%Bacterial Sample Poirt 2 EA $2,100.00 $4,2D0.00 W-8 Automatic Flushing Crevice 2 EA $4.200.00 $8,400.00 5(JIBTCITAIL= $62,636.45 PARCEL G2(RIALTO LNL) W-9 8" PVC Water Main(C900,DR 18) 1,291 LP $17.15 $22.140.55 W-10 Fire Hydrant,Complete 3 FA $3.600.00 $10.800.00 W-11 1.5"Single Water Service,Complete 6 EA $650.00 $5,900.00 W-12 1.5" Double Water Service, Complete 16 EA $965.00 $15,440.00 W-13 Temporary Blow Off w/3acteria Sample Poirt :1 EA $2,100.00 $2,100.00 W-14 Temporary Bacterial Sample Point :1 EA - $265.00 $265.00 W-15 Permanent Bacterial Sample Point 1 EA $1.1.52.00 $1,152.00 W-16 Automatic Flushing Device :1 EA $4,200.00 $4,200.00 51JIBTCITAIL= $59,997.65 TOTAL= $122,6341.10 Packet Page-967- 12/9/2014 16.A.9. ■N 1111IIIIu111111111111HHHLc Ei M11111111111111111111111W11111111111I 7--T f�---=.�1 T 1 1 IG_'V U! # Desc:ription Unit Unit Price jev iD7'total [__Itern— I – Cluamtity PARCEL E(ARREZ:C)CT.1 I-1 Connect to Existing Irrigation Main 1 EA $3,050.00 $3,050.00 1-2 4"PVC Irr.Main(C900,DRIB) 1,D36 LF $10.75 $11,137.00 1-3 6"PVC Irr.Main(C900,DR18) 313 L.F $13.25 $4,147.25 1-t 6"PVC Irr.Main(C900,DR 1.4) 35 LF $14.50 $507.50. I-5 Single Irrigation Service(Complete) 5 EA $690.00 $3,450.00 I-5 Double Irrigation Service(Complete) 11 EA $775.00 $8,525.00 1-7 Permanent Blow off 2 E:A $1,025.00 52,050.00 _ SUUBTOT.AL::$32,1366.75 PARCEL G2(RIALTO LN.'( I-3 Connect to Existing Irrigation Main 1 EA $3,050.00 83,050.00 I-3 4"PVC Irr.Main(C:900,DR18) 456 LE $10.75 85,332.00 1-10 Single Irrigation Service(Complete), 7 EA $69C.00 8,4630.00 I-1.1 Double Irrigation Service(Complete) :15 E:A $775.00 $12,400.00 1-12 Permanent Blow Off 1 EA $1,025.00 51,025.00 :SUBTOTAL= $26,637.00 TOTAL $59,603.75 Packet Page -968- 12/9/2014 16.A.9. MEI 111111111111111111111111111111E1=11111111111111111111111111111111111111111 1-----1- 1 T T , 1 L Rev D7 Item.1 Descelption Quantity Unit i Un T it Price Rev OTota I PARCEL E(ARREZO CM' D-1 15"RCP 32 LI, $22.50 5720 00 D-2 18"RCP 61 IS $31.00 $1.891.CC D-3 24"RCP 11 LF $42.75 $470.25 D-4 Type 9 Inlet 1 EA 53,050.00 $3,050.00 D-5 Valley Gutter Inlet 5 EA $2,775.00 $13,875.00 SUBTOTAL. $20,006.25 PARCEL G2(RIALTO LN:it D-6 18"RCP 32 LE $31.00 $992.00 D-7 24"RCP 24 LF $42.75 $1,026.00 D-8 Relocate Existing RCP 12 LF $36.25 !>435.00 D-9 Relocate Existing Valley Gutter Inlet 2 EA 52,575.00 $5,L50.00 D-10 Valley Gutter Inlet 2 EA 52,775.00 55,550.00 SUBTOTAL= $1.3453.00 $33,159.25 Packet Page -969- , . 12/9/2014 16.A.9. 1111 W 111111111111111111111111[I:GI=I3i1111111W11111111111111111111WI1111 T ;Rev t)n'----j--- I 1 Item at Description Unit I Unit Price Rev 07 Total Quantity ---1--- � 1 PARCEL E(ARREZC)CT.I 3-1 Sod(1'Behind Curb) 344. SY $:L 75 $602.DO SUBTOTAL= $602.00 PARCEL G2(RIALTO LIN,1 E-2 Sod(1'Behind Curb} 305 SY --- 51.75 $5=3.53 SUI3TOTAl.= $534.53 TOTAL= $14136.53 Packet Page-970- 12/9/2014 16.A.9. RN 11111IIIIIIIIUUIIIUIIUIIIIICEIMIIIIWIIIIIIIIIIIIIIIIIIIIWIIIIII111111II Rev 07 Rev 07 Item# Description Unit Unit Price Quantity Total PARCEL E(ARRE20 CT.! P-1 3/4"Asphaltic Concrete(Type S-III)First Lift 3,700 5Y $3.65 $:3,505.00 P-2 3/4"Asphaltic Concrete(Type S-III)Second Lift 3,700 SY $3.65 $13,505.00 P-3 6"Limerock Base(Compacted arcl Primed) 3,700 SY $4.30 $15,910.03 P-4 12"Stabilized Subgrade (Onsite Material) 4,810 SY $1.85 >8,893 50 P-5 Valley Gutter 2,47E LF $8.15 $20,179.40 P-6 Type"A"Curb&GAtt:er 3.22 LF $11.85 $3,8:15 70 P-7 Type"F" Curb&Gutter 298 LF $9.55 $2,84590 P-8 4"Concrete Sidewalk 1:Reinforced( 383 SY $23.00 $8,809 00 P-9 Signing and Marking 1 LS $2,500.00 $2,500.00 SlJBTC)TAL= $89,968.5D PARCEL G2(RIALTO LNI.E P-10 3/4"Asphaltic Concrete(Type S-III)First Lift 3,074 SY $3.65 $:L:L,220.10 P-11 3/4"Asphaltic Concrete(-Type S-!II)Second Lift 3,074 SY $3.65 $11,220.10 P-12 6"Li rnerock Base(Compacted and Primed) 3,074 SY- $4.30 $:L3,21.8.20 P-13 12"Stabilized Sub€trade ;Onsite Material; 3,955 SY $:1.E5 $7,:390.75 P-14 Valley Gutter 2,554 LF $8.15 $20,515.10 P-15 Type"A"Curb&Gutter 195 LF $11.85 $2,31,175 P-16 Signing and Marking 1 LS 5:3500.00 $3,500.00 SUBTOTAL $69,675.DO TOTAL= $159,643.51) Packet Page-971-