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Agenda 09/28/2010 Item #16A 2 Agenda Item No. 16A2 Septembec 28, 2010 Page 1 of 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. This is a recommendation to approve for recording the final plat of Veronawalk Phase 4C, approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security, OBJECTIVE: To approve for recording the final plat of Veronawalk Phase 4C, a subdivision of lands located in Section 34, Township 50 South, Range 26 East, Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to Resolution 99-199. CONSIDERATIONS: Land Development Services Department has completed the review of the construction drawings, specifications, and final plat of Veronawalk Phase 4C. These documents are in compliance with the County Land Development Code and Florida State Statute No. 177. 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 Director of Land Development Services and the County Attorney's office prior to the recording of the final plat. This would be in conformance with the County Land Development Code -- Secfion 10.02.04. Land Development Services Department recommends that the final plat of Veronawalk Phase 4C be approved for recording, FISCAL IMPACT: The project cost is $3,987,261,59 (estimated) to be borne by the developer. The cost breakdown is as follows: a) b) Water & Sewer Drainage, Paving, Grading - $1,758,009.75 - $2,229,251.84 The Security amount, equal to 110% of the project cost. is $4,385.987.75 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: $121,142.86 Aqenda Item No. 16P.2 " September 28, 2010 Fees are based on a construction estimate of $3,987,261.59 and were paic;jejjij of 19 February, 2008. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) -$ 1,525.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) - $13,185.08 c) Drainage, Paving, Grading (.75% const. est.) - $16,719.39 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) - $39,555.22 e) Drainage, Paving, Grading(2.25%const.est.) - $50,158.17 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: The County Attorney's Office has reviewed and approved the plat and associated legal documents for legal sufficiency. STW RECOMMENDATION: That the Board of County Commissioners approve the final plat of Veronawalk Phase 4C for recording with the following stipulations: 1. Approve the amount of $4,385,987.75 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Land Development Services Department. 2. Approve the standard form Construction and Maintenance Agreemenf, and a. That no Certificates of Occupancy be granted until the required improvements have received preliminary acceptance. b. That the plat not be recorded until suitable security and an appropriate Construction and Maintenance Agreement is approved and accepted by the Director of Land Development Services and the County Attorney's office. Any member of the public or any County Commissioner wishing to review this plat prior to final approval may contact the Land Development Services Department at 252-5757 to set up an appointment to review this plat at the Growth Management Division / Planning and Regulation, 2800 N. Horseshoe Drive PREPARED BY: John Houldsworth. Senior Site Plans Reviewer, Land Development Services/Engineering Growth Management Division, Planning and Regulation Attachments: 1) Location Map, 2) Plat Map, 3) Opinion of Probable Cost Agenda Item No. 16A2 September 28, 2010 Page 3 of 19 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS Item Number: Item Summary: 16A2 Meeting Date: 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. This is a recommendation to approve for recording the final plat of Veronawalk Phase 4C, approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. 9/28/20109:00:00 AM Prepa red By John Houldsworth Site Plans Reviewer, Senior Date Community Development & Environmental Services Engineering & Environmental Services 8/26/20103;22:07 PM Approved By Steven Williams Assistant County Attorney Date County Attorney County Attorney 8/27/20109:35 AM Approved By Norm E. Feder, AICP Administrator ~ Transportation Date Transportation Division Transportation Administration 8/30120109:57 AM Approved By Nick Casalanguida Director - Transportation Planning Date Transportation Division Transportation Planning 8/31/20109:41 AM Approved By Jeff Klatzkow County Attorney Date 8/31/20102;54 PM Approved By Judy Puig Operations Analyst Date Community Development & Community Development & Environmental Services Environmental Services 8/3112010 5:05 PM Approved By William D. Lorenz, Jr., P.E. Director - COES Engineering Services Date Community Development & Environmental Services Engineering 8. Environmental Services 9!11f2010 10:18 AM Approved By Therese Stanley Manager - Operations Support - Trans Date Office of Management & Budget Office of Management & Budget 9!16i2010 1:39 PM Agenda Item No. 16A2 September 28,2010 Page 4 of 19 Approved By Mark Isackson Management/Budget Analyst. 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'~--_//: :n z ~ ~~ ., z : 1" ~c::i -~o , ~ . ~ ~~ 0;;,-", f,-<'" < bU.; ~:- ~" . , ~ ~O~,I ~, 'I'~i, , C:::;o , E--' ~ Lc. < '0""' e-- , o w > ~ u ~i~ ~':) '!y;OL' """0'" ",<;""tJ'". ~~~r,,- 0' :':, , -- ~~: E--:::' Uo ~~ e:oi ~ Agenda item r,o. 16A2 September 28,2010 Page 12 of 19 VERONAWALK PHASE 4C OPINION OF PROBABLE COST Sanitary Collection System $ 1,097,856,13 Potable Water $ 660,153,62 Drainage $ 806,305.48 Paving $ 918,594,23 Lighting $ 96,307.35 Landscaping (Code Minimum) $ 117,300.00 Irrigation (Code Minimum) $ 290,744.78 Total Probable Cost $ 3,987,261,58 110% Bond Amount $ 4,385,987.74 ~-- _'u 1 c--_u.--,./ ~ ~j...~ .~ . -- ).(/~I David J. Hurst, -r.E. FL Registration1t60727 Wilson Miller, fnc.-FL Uc.#LG"COOCf70 WilsonMiller, Inc.-Cutificate of Authorization #43 2I9/2{)O(i-1651H....er:l.DHuElEH CA~' N()506-P~C-<<>O-EsBM.Jm50 PPL-2008-AR-12895 REV: 1 VERONAWALK PHASE 4C Project: 2008020025 Date: 2/19/08 DUE: 3/18108 Agenda Item No. 16A2 September 28, 2010 Page 13 of 19 SANITARY COLLECTION SYSTEM DESCRIPTION QUANTITY UNIT TYPE UNIT PRICE TOTAL PRICE TV sewer w/mandrel (DreliminarvY 8,611 LF $ 2,00 $ 17.222,00 TV sewer (final) 8,611 LF $ 2.98 $ 25,660.78 8" PVC Gravitv Main (0-6' cut\ 1,922 LF $ 24,06 $ 46,243.32 8" PVC Grav~v Main 16-8' cut) 2,452 LF $ 32.56 $ 79.837.12 8" PVC Gravity Main (8-10' cut\ 2,190 LF $ 39.56 $ 86,636.40 8" PVC Gravitv Main (10-12' cut) 1,336 LF $ 46.56 $ 62,204.16 8" PVC Gravitv Main (12-14' cut) 603 LF $ 53.56 $ 32.296.68 8" PVC Gravitv Main (14-16' cut) 108 LF $ 60.56 $ 6,540.48 Manhole 4' Diameter (0-6' cut) 6 EA $ 4,466.26 $ 26,797.56 Manhole 4' Diameter (6-8' cut\ 11 EA $ 5,709.32 $ 62,802.52 Manhole 4' Diameter 8-10' cut) 14 EA $ 6.628.54 $ 92,799,56 Manhole 4' Diameter 10-12' cut) 8 EA $ 7.547.76 $ 60,382.08 Manhole 4' Diameter 12-14' cut) 4 EA $ 8,466.98 $ 33,867.92 Manhole 4' Diameter 14-16' cut) 1 EA $ 9.319.92 $ 9,319.92 6" Forcemain (C900, CL-15o\ 2,800 LF $ 18.32 $ 51,296.00 6" Forcemain (C900, CL-2oo) 150 LF $ 19.69 $ 2.953.50 Air Release Valve 4 EA $ 2.600.00 $ 10,400.00 Pump Station 1 LS $ 145,000.00 $ 145,000.00 Sino Ie sanitarv sewer service 25 EA $ 681.78 $ 17.044.50 Double sanitary sewer service 115 EA $ 742.20 $ 85,353.00 PHASE 4C SUB-TOTAL SANITARY = $ 954,657,50 15% CONTINGENCY = $ 143,198.63 TOTAL SANITARY = $ 1,097,856,13 2f!l120013- 1651<4~ V..~1- DHUBER '''''' NQ506-P~C-OOO. ESBM.J0250 AGenda Item No. 16A2 'September 28,20"10 Page 14 of 19 PHASE 4C POTABLE WATER DESCRIPTION QUANTITY UNIT TYPE UNIT PRICE TOTAL PRICE 1 1/2" PVC Double Service 115 EA $ 779,74 $ 89,670.10 3/4" PVC SinQle Service 25 EA $ 465.80 $ 11,645.00 Connect to existinQ water with oao confiouration 2 LS $ 1,500.00 $ 3,000.00 6" PVC Water Main (C-900, CL-200 210 LF $ 19.69 $ 4.134.90 8" PVC Water Main (C-900, CL-150 1871 LF $ 23.28 $ 43,556.88 8" PVC Water Main IC-900. CL-150 35 LF $ 24.50 $ 857.50 10" PVC Water Main (C-900, CL,150\ 1140 LF $ 29.21 $ 33.299.40 10" PVC Water Main (C-900, CL-200) 40 LF $ 30.50 $ 1,220.00 12" PVC Water Main (C-900, CL-150) 6426 LF $ 33.45 $ 214.949.70 12" PVC Water Main (C-900, CL-200\ 155 LF $ 38.22 $ 5.924.10 Fire Hydrant Assembly 28 EA $ 3,855.50 $ 107.954.00 FlushinQ Fire Hydrant Assemblv 2 EA $ 3,855.50 $ 7,711.00 8" Gate Valve wi Box 3 EA $ 1,446.67 $ 4.340.01 10" Gate Vaive wi Box 2 EA $ 1,918.20 $ 3,836.40 12" Gate Valve wi Box 17 EA $ 2.318.18 $ 39,409.06 Temoorarv Bacterial Sample POint 1 EA $ 142.70 $ 142.70 Permanent Bacterial Sample Point 2 EA $ 1.197.94 $ 2.395.88 2191200f,- t651U\!eri-OHUBER CA#43 N0505--P4C-OOO-ESBM-3Q25rJ SUB- TOTAL PO TABLE WA TER = 15% CONTINGENCY = TOTAL POTABLE WATER = $ 574,046,63 $ 86,106.99 $ 660,153.62 Agenda Item No. 16A2 September 28, 2010 Page 15 of 19 STORM SEWER DESCRIPTION QUANTITY UNIT TYPE UNIT PRICE TOTAL PRICE 15" RCP 323 LF $ 28.25 $ 9,124.75 18" RCP 806 LF $ 36.74 $ 29,612.44 24" RCP 2220 LF $ 51.42 $ 114,152.40 30" RCP 288 LF $ 75.48 $ 21,736.80 36" RCP 2083 LF $ 99.53 $ 207.320.99 48" RCP 1014 LF $ 147.64 $ 149,706.96 Grate Inlet 5 EA $ 2,000.00 $ 10,000.00 Vallev Gutter Inlet (Too and Bottom) 36 EA $ 2,120.78 $ 76,348.08 Junction Box 5 EA $ 3,030.46 $ 15,152.30 18" Flared End 2 EA $ 1.723.80 $ 3,447.60 24" Flared End 6 EA $ 1.916,02 $ 11,496.12 30" Flared End 2 EA $ 2.353.68 $ 4,707.36 36" Flared End 12 EA $ 2,791.34 $ 33,496.08 48" Flared End 2 EA $ 3.666.66 $ 7,333.32 Control Structure 1 . EA $ 6,000.00 $ 6.000.00 Connect to existing outfall structure 1 EA $ 1.500.00 $ 1,500.00 PHASE4C TOTAL DRAINAGE = $ 701,135.20 15% CONTINGENCY = $ 105,170,28 TOTAL = $ 806,305.48 ;>JiII2l.lOO- 165144 verl. DHUaER ""'" NQ506-P~C.OOO. ESBM 30250 Aqenda Item No. 16A2 - September 28, 2010 Page 16 of 19 PAVING PHASE 4C DESCRIPTION QUANTITY UNIT TYPE UNIT PRICE TOTAL PRICE 3/4" Asphaltic Concrete (Tvoe S-III)(1st lift) 23,128 SY $ 4,85 $ 112,170.80 3/4" Asphaltic Concrete (Type S-III)(2nd lift) 23,128 SY $ 5.00 $ 115,640.00 12" Stabilized Subarade 29,600 SY $ 1.70 $ 50,320.00 6" limerock Base 17,024 SY $ 4.00 $ 68,096.00 8" limerock Base 6,104 SY $ 4.25 $ 25.942.00 Soddina (Bahia) 2,143 SY $ 1.85 $ 3,964.55 24" Vallev Gutter 18,440 LF $ 8.53 $ 157,293.20 Tvoe "E" Curb 560 LF $ 11.00 $ 6,160.00 Curb & gutter (Modified Type "F") 284 LF $ 13.48 $ 3,828,32 4" Concrete Sidewalk 10.051 SY $ 24.75 $ 248,762.25 12" Solid stripe thermoplastic 506 LF $ 2.00 $ 1,012.00 24" Solid stripe thermoplastic 70 LF $ 4.02 $ 281 .40 Blue Reflective pavement marker 30 EA $ 5.99 $ 179.70 Stop Sian 7 EA $ 140.50 $ 983.50 Street Sian ...-......-.-.--.- ~. 7 EA $ 92,01 $ 644.07 .._____---'0 .....---. Curve Sion 4 EA $ 174.99 $ 699.96 Speed Limit Sign 16 EA $ 174.99 $ 2,799.84 SUB-TOTAL PAVING" $ 798,777,59 15% CONTINGENCY = $ 119,816,64 TOTAL PAVING = $ 918,594,23 2IQi2006.1e5144vecl.DHUBER ""'" N0500-P4COOO. ESBM. 30250 STREET LIGHTING PHASE 4C DESCRIPTION 25' concrete pole and fixture 2/llf200li_16!;144Ver:1.Dl-IU8ER ""'" N()500.-P,(C.ooo.ESBM-3Q250 QUANTITY UNIT TYPE UNIT PRICE 9,704 LF $ 8.63 SUB-TOTAL LIGHTING = 15% CONTINGENCY = TOTAL LIGHTING = Agenda Item No. 16A2 September 28 2010 Page 17 of 19 TOTAL PRICE $ 63,745.52 $ 83,745,52 $ 12,561.83 $ 96,307.35 PHASE 4C DESCRIPTION Code minimum landscaping 2I9f2006. 165144 Ver:l-DHUBfR CA"" N0506-P4C-OOO-ESBM-30250 QUANTITY 1 LANDSCAPING UNIT TYPE UNIT PRICE LS $ 102,000,00 SUB-TOTAL LANDSCAPING = 15% CONTINGENCY = TOTAL LANDSCAPING = i\genda Item I\Jo. 161\2 September' 28, 2010 Page13of19 TOTAL PRICE $ 102,000.00 $ 102,000,00 $ 15,300,00 $ 117,300.00 . A~enda Item No. 16A2 'September 28,2010 Page 19 of 19 IRRIGATION DESCRIPTION QUANTITY UNIT TYPE UNIT PRICE TOTAL PRICE Connect to existinq irriqation 3 EA $ 1,500.00 $ 4.500.00 4" Irrioation Main IC-900, CL 150\ 14,485 LF $ 11.50 $ 166,577.50 4" Irrioation Main (C-900, CL 200) 305 LF $ 13.00 $ 3,965.00 8"lrriqalion Main (C-900, CL 150) 2.230 LF $ 19.79 $ 44.135.05 8" x 4" TEE 9 EA $ 46.00 $ 414.00 4" Gate Valve wi Box 10 EA $ 805.00 $ 8,050.00 Air Release Valve 17 EA $ 1,200.00 $ 20,400.00 Temnorarv Blow-off 1 EA $ 1.100.00 $ 1,100.00 Controller wi Rain Sensor 1 EA $ 3,450.00 $ 3,450.00 Electric Solonoid Valve 1 EA $ 230.00 $ 230.00 PHASE 4C SUB-TOTAL IRRIGATION: $ 15% CONTINGENCY: $ TOTAL IRRIGATION: $ 252,821,55 37,923,23 290,744,78 21912006- 165144V...".DHUBER C,<l,#43 N05OO-P4C-OOO_ESBM_30250