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Agenda 11/18/2014 Item # 16A 211/18/2014 16.A.2. EXECUTIVE SUMMARY Recommendation to approve a Resolution for final acceptance of the private roadway and drainage improvements, and acceptance of the plat dedications, for the final plat of Lakoya (AR- 12021) and authorize the release of the maintenance security in the amount of $248,723.75. OBJECTIVE: To have the Board of County Commissioners (Board) grant final approval of the improvements associated with the final plat of Lakoya, accept the plat dedications, and release the maintenance security in the amount of $248,723.75. CONSIDERATIONS: 1) On February 17, 2011, the Engineering Services Department granted preliminary acceptance of the roadway and drainage improvements in Lakoya. 2) The roadway and drainage improvements will be maintained by the project's homeowners association. 3) The required improvements have been constructed in accordance with the Land Development Code. The Engineering Services Department has inspected the improvements and is recommending final acceptance of the improvements. 4) A resolution for final acceptance has been prepared and approved by the County Attorney's Office. The resolution is a requirement of Section 10.02.05 C.l of the Land Development Code. A copy of the document is attached. 5) The Lely Resort PUD which encompasses Lakoya has been found to be in substantial compliance. FISCAL IMPACT: The roadway and drainage improvements will be maintained by the project's homeowners association. The existing security in the amount of $248,723.75 will be released upon Board approval. The original security in the amount of $439,037.34 has been reduced based on the previous work performed and completed and pursuant to the terms of the Construction and Maintenance Agreement dated February 8, 2011. GROWTH MANAGEMENT IMPACT: There is no growth management impact. LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. - SAS RECOMMENDATION: To have the Board accept final acceptance of the roadway and drainage improvements in Lakoya (AR- 12021), and authorizes; The Chairman to execute the attached resolution authorizing final acceptance of the improvements and plat dedications. 2. The Clerk of Courts to release of the maintenance security. Prepared By: John Houldsworth, Senior Site Plans Reviewer, Growth Management Division, Planning and Regulation Attachments: 1) Location Map, 2) Bond Basis and 3) Resolution Packet Page -913- 11/18/2014 16.A.2. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.2. Item Summary: Recommendation to approve a Resolution for final acceptance of the private roadway and drainage improvements, and acceptance of the plat dedications, for the final plat of Lakoya (AR- 12021) and authorize the release of the maintenance security in the amount of $248,723.75. Meeting Date: 11/18/2014 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Natural Resources 10/3/2014 7:29:00 AM Approved By Name: BeardLaurie Title: Planned Unit Development Coordinator, Transportation Planning Date: 10/3/2014 9:15:24 AM Name: PuigJudy Title: Operations Analyst, Community Development & Environmental Services Date: 10/14/2014 4:36:57 PM Name: McKennaJack Title: Manager - Engineering Review Services, Natural Resources Date: 10/23/2014 1:03:59 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 10/28/2014 8:19:01 AM Name: Marcella.Teanne Title: Executive Secretary, Transportation Planning Date: 1 1/3/2014 1 1:34:04 AM Name: KlatzkowJeff Title: County Attorney, Packet Page -914- 11/18/2014 16.A.2. Date: 1 1/3/201 4 2:30:51 PM Name: IsacksonMark Title: Director -Corp Financial and Mngmt Svs, Office of Management & Budget Date: 11/4/2014 9:38:51 AM Name: FinnEd Title: Management/Budget Analyst, Senior, Transportation Engineering & Construction Management Date: 11/4/2014 12:58:03 PM Name: OchsLeo Title: County Manager, County Managers Office Date: 1 l /6/2014 3:47:41 PM Packet Page -915- 11/18/2014 16.A.2. M.oN i F- 0— Q w m CL cQ L 0 Q O J Q 0 s 0 0 V 1m�G t;.. 4tsb a Hu ID Q O dd d � a A H 99 luaus fi aa.WN1 vareare rlNrs _ 5 pq h' � c d' � 8 9 F 4U n& S3tv19 n J9BNLIXM 5V �Y3BN3ll IMN 3lNpd NMOeJ r:L,ui Li S — Packet Page -916- 0— Q w m CL cQ L 0 Q O J Q 0 s 0 0 V 11/18/2014 16.A.2. Lakoya flea Cobbl.esto.n.(-, Cove; OPINION OF PROBABLE C1r)SIT SUMMARY .r ICP- PL20'10.E78 Rev: 2 LAKOYA IAKA COI3ELE:3TONE CO \(Ic) COMPANION TO PPLA - 200° -AR -14110 Date / Date: 6122110 11017di1 I,:icemse 4 70207 C.A. 4 8636) _ JA'100 -63 (Lely) Cobblestone 01-0-4th submit PPLA and CP Packet Page -917- Original Amount Old P,mownt Ne.w Arnaunt Wastewater $1,570,145.25 $1,5151,000.25 $1,506,51.8..25 Water $951,250.00 $933,233.90 $91 8,202.90 Irrigation $653,944.50 $613,013.50 $591,792.00 Drainage $1,179,765.50 $966:179,60 $979,877.60 Pawing `fi2, 505,55 €�.25 $2,768,201.75 $2,706,839.75 I:aritlwcrk $979,65,7.90 $98.1.095.40 $982,095.40 Offsit-- $92,000.00 $54,000.00 $54,000.00 Landscape k:, Lighting $700,000.00 $700,000.00 $700,000.00 TOTAL, $8,631,351.40 $8,530.,721.40 $73.41:19,325.90 .r ICP- PL20'10.E78 Rev: 2 LAKOYA IAKA COI3ELE:3TONE CO \(Ic) COMPANION TO PPLA - 200° -AR -14110 Date / Date: 6122110 11017di1 I,:icemse 4 70207 C.A. 4 8636) _ JA'100 -63 (Lely) Cobblestone 01-0-4th submit PPLA and CP Packet Page -917- 11/18/2014 16.A.2. WASTEWATER Orig,. nal New Description -- Quantity Old Quantity– Quantity Unit Unit Price– – OrigirW Amount - -- -Old Amount New Anount 6" Single PVC Sever Service w/ C'leanow 33 BO 74 EJP. i575.00 $47,725.0D $46,000.00 $42,550.00 6" Double PVC Sewer Service w/ Cleanout 187 171 157 EA s'90.(10 S 140,2 SC,00 $128,250.00 $117,750.00 Cleanout 16 1:3 11 E:10, '6175.00 — $: 300_00 - - - -_S? 275.00 $1,925.00 8" PVC Sanitary : ewer SDF: 26 19,108 18,(i75 18,4517 LF ____$25.50 _ S476,212.50 $474,733.50 Manhole 4' ]Diameter with IIiT Coating 93 8:3 89 EA S4C000.00 S372 y)(IC_O( ____S35�D00.00 $356,000.00 Television In >pection 19,108 18,675 18,6:;7 LF ---- S1.00___ -- 11910800 - -- $18,675.00 $18,617.00 Connect to Existirg Force Nlair 2 2 2 EA _— _$2.50D 00 DO(1_00 $5.000.00 $5,000.00 6" PVC ForwMan DR-18 7,64:5 6,783 6,931 LP ____$16.25 110,223.75 $112,628.75 6" PVC ForccMaii DR -14 2:56 !Q 3:7 LF' $17.00 34 3:52.0 $4.964.00 $5,3F9.00 6" Plug Valor, 3 4. 3 EA :6')''5.(10 �£:L9:? _)O $3.900.00 $2.925.00 Pump Station 3 3 EsF+ __$120.000.OD $360000.00 _--$360,000.00 $360.(00.00 Air Release Valve 3 6 EA $1,50000 S&1.500.)0 $7.500.00 $9,0(0.00 TOTAL = 51,570,145.25 $1,515,000.25 $1,506,518.25 Packet Page -918- i 11/18/2014 16.A.2. WATER Original New Description Quantit Old Quantity— Quantity 1Jnit Unit Fric° Ori 'ntd AdnnUnt -- -Old Amount New Amount 1" Single Water Service, Conplete 2 7 24 20 EA. __— $600.00 $16.200.00 —__— $146400.00 S12 200. 00 1 1 /2" Double: WEer Service, Complew 217 200 186 EA. __ —S 1,250.00 $:!711!50.00$:2150,000.00 S232,5DO.00 8" PVC Water Main (C900 Chess 150) 11,331 10,042 1C,019 L.F $1:5.00 _ $169 )(5.00$15(1 630.00 $150,285.00 8" PVC Water Main (C900 Clxss 200) 232 218 348 IT $16.40 S3 204.80 —__- 6:5,215.20 $5,707.20 10" PVC Wal er M ain (C900 CI;Ls s150) 7,90ti '7,85:5 7,853 LF _M_S20.00 S158_2:0.00— __— $157100.00 $157,060.00 10" PVC Wafer Main (C900 Clis 200) 120 170 170 L.F' $2:3.50 _ SL320AO S:3,995.00 $3,995.00 12" PVC WaierMain (C900 Cl.,s 150) 4,393 4,429 4,427 11 __— _$25.00 _ 6105_!5_:5_(10Sl10,725.00 $110,675.00 12" PVC Water Main (C900 Clmis 200) 272 262 262 IS' __— _$2'7.85 _ S? :5'r520 S7,296.70 $7,296.70 8" Gate Valve :3'.. 29 30 EA, _____6950.(10 $2945000 $2.7,`_50.00 $28,500.00 10" Gate Valve 18 18 18 E.A. _— $1.05000_ —_ S18,90D 00 5181500.00 $18,900.00 12" Gate Valve 14 11 11 EA. __ $126100 $17,64000 $13,860.00 $13,860.00 FireHvdrant 50 51 52 EA $2.287.00 SI:!4.:35001 $116637.00 $118,524.00 Connect toEsistirg Watcr]d,ain 2 2 2 EA $1.800,00----- $:5'500_00$3.600.00 $3,6(0.00 6" Temporar, Juniper 2 2 2 E:A. $5 500 00 $11,000 00 "11,()00.00 511,000.00 12" AirReletse Valve 0 0 2 EAR _6tiSC_00 _— $0.00_ ----- _ 50.00 $1,3C0.00 Temporary Sunplc Point 26 23 24 EA ____ b275.00 _�S7,150,)0 —__ -- $56325.00 $6,6(0.00 PermanentSampl- Point 16 14 14 EA _— _$600.00 _ $9,50(1.)0 $8400.00 $8,4(0.00 Automatic Flushing Device 0 12 12 EA _— $2,300 00_ $0.00 527,600.00 $27,6)0.00 —__— TOTX = 59151.,25(1.0(1 $933,233.90 $918,;02.90 Packet Page -919- i 11/18/2014 16.A.2. IRRIGATION Origmal New Description Qwtraity Old Quantity Quantity Unit Unit Price Ori ttJ P.rnmtnt _ —Old Amount New Amount 4" PVC In. Main, C900, CLss 1:50) 9,324 3,751 8,814 L.F _— 36_50 $88.57.8.00 $83,134.50 $83,733.00 4" PVC Irr. Main (C900, Class 21X1) 394 556 508 1.F _—_510.00 S3_940_00 S3_550.00 $5,080.00 6" PVC Irr. Main (C900, Clim; 1'50) 9,475 .9.986 8,984 LF $13.00 S 1',.- 75.00 _ $116.918.00 $116,792.00 6" PVC Irr. Main 'C900, Class 200) 477 1;88 588 IS $1 3.50 ... — __—.S6 439.:50 57,938.00 $7,938.00 8" PVC Irr: r7ain ;C900, Clasi 1:50) 3,597 37551 3,551 LF' ----- $15.00 $57,552.00 $56,8 WOO 8" PVC Irr. Main C900, Class 200) .3:5 4:5 45 LF' $17.00 $595.00 5765.00 $76`.00 10" PVC Irr. Main (C900, Class 160) 1,07:5 948 950 [IF' _ -- _$23.00__ -- S24,72500 $2:1.804.00 521.810.00 10" PVC Irr. Main (C900, Class 200) 126 1 10 110 IX __— $25.00 _ $3_1:50_00 $4.250.00 $4,250.00 12" PVC Irr. Main (C900, Class 1:50) 4 1 I.E' __— _$27.00 -- $0.00 $108.00 $10II.00 Connect to Existing Irrigation Main 2 2 2 EA _ —$1, 500 00ya3_000.00 —__— _53.000.00 S3,OCO.00 4 "Permenan:BloN -off 8 8. 8 EA $1.25000 S10,C0000 SI0,000.00 $10,000.00 4" Gate Valv: w/ Box 24 15 15 Eli 8650.00 $15,610000 $9.750.00 59,75 0.00 6" Gate Valve w/ Box 13 19 19 EA 5780.00 5114,040 CO -- 514820.00 $14.820.00 8" Gate Valv: w/ Box 12 12 12 FA $870.00 _ —_ $10,440 C0— __— _'5_40 X140.00 $10,430.00 10" Gate Valve w' Box 2 2 2 EA $1.135.CO S2.270.D0 $2270.00 $2,2^,'0.00 Single Irrigation Service, Complete 45 47 43 EA ____ S360_00 _ 539,_560.00 _640,420.00 $36,930.00 Double Irrigation Service, Complete 22.4 201 185 FA $1,120.CO $230330.00 $225.1M00 5207,:00.00 TOTAL= 5653;944.311 5613,013.50 $591,792.00 Packet Page -920- 11/18/2014 16.A.2. DRAINAGE Original New Description ___Qaardity_ Old Uuantiiy_ Quantity Unit Unit Pr ice Otigint1lPsnount __Old Amount New Amount 12 "HDPE 6,903 5,785 6,780 LP ----$1,5.50 $111,870.00 15" HDPE 274 2:33 213 LF .... $21.00 S`254_00 54,893.00 $4,89100 15" RCP 2,45'7 2.517 2,585 IY ___$22.60 $55.528.20 ___ $_`6,884.20 $58,4:!1.00 18" RCP :5,399 5;491 5,481 LE' __,_$25.40 _ SI_iiil34_tiU ____$1:39,471.40 $139,217.40 24" RCP 1,252 1.088 1,191 LF ____$33.70_ _ $42,52940___ $36,665.60 $40,1x6.70 30" RCP :2,43'7 2.433 2,461 11 ____ $41.20 _ $10(!404.40 ___$1'00,239.60 $101,393.20 36" RCP 962 1.035 1,073 LF $49.50$47,61900 tiS ;1232.50 $53,113.50 42" RCP 1.113 886 8'16 11 __S69.80 561,£442.80 $61,144.80 54" RCP 0 is .6 206 LF $8100 $0.(,0 .,1 4,(108.00 517,0')8.00 12" ADS Yard Diain (or equivalent) 6.5 64 62 E?A _5_200_00 5.13.000 00 _I 2,800.00 $12,440.00 15" ADS Yard Dtain (or equi vident) 2 2 2 EA _____5450_00 9;900 00__ ------ _6900.00 $900.00 12" Flared End 5 5 5 EA 5755_00 $:1,7751_)0 $1775.00 53,71, 5.00 18" Flared End 2:3 29 30 fi /s $1,10000 00_____131,900.00 $33,0)0.00 24" Flared End_ 4 4 Eift $1 00 00 57.000_00 _ ..... $5.600.00 $5,6(0.00 30" Flared End L4 14 14 fiA _____� $1 95_ 0.00 9127,300.CO l_4 S27 " 00.00 $27,3)0.0 36" Flared End 4 4 4 EA $21950 CO _ $I1,000TO_e]LOOM $11,0)0.00 42" Flared End 8 6 6 EA $3600 C0 526,800.00_521600.00 $21,6)0.00 54" Flared End 0 2 2 EA $4 200.(0 -- -- SO Oc. ___$8.600.00 $8,600.00 Control Structure 1 2 2 EA __$3500.00____ 5:3.530.00_______$7000.00 $7,000.00 Valley Gutter Inlet Ol 79 79 FA S 1.885.00 $190385.00 $146.915.00 S148.915.00 Junction Box 2 2 EA $2,000.00 54.000.00 $2.00.00 $4,0(10.00 Throat Inlet Complete 91 23 24 EA $2 ;00.00 $2:27_500.)0 _07,500.00 $60.000.00 Type "C" Grate Ir let 21 20 20 EA 12L,00.00 $`_ 0 40.00_____ ,1)00.00 $48.0)0.00 Connect to Existing 1 ] EA Si5CQ00 81100.00 $80).00 ___$500_00 TOTAL Sl,l "9,7(5.50 1 :965,179.60 $979,1177.60 Packet Page -921- i 11/18/2014 16.A.2. PAVING Original New Description Quantity Old Quantity Quantity C'nit - -tlnit Price - -- Otiginal Amount Old Amount New Amount Signing and Marking I 1 I LS -__ $2(;,000_1X) —__ $25,000.00 $25,090.00 Valley Gutter 46,179 36,463 36,463 U` __ —_ $4_75 —_ —_ $210,350.25 _ -- $173.199.25 $173,; 99.25 Type "F" Curb & Gutter 7,'ifi8 18,029 17,640 LF _ - -- $ 12.50 1219,600.00 - -- 5225.362.50 $220,500.00 Type "A" Curb & Gutter 2,701 2,,85 2,848 LF - -- _1_15.00__ —_- S40Z 15.00631,.175.00 $42,720.00 Type "D" Curb 0 0 _' 5 LF ----- 1; 11.00___ —__— 9;0_00 - - -_ S().00 $60 i.00 18" Concrete Ribbon 0 0 2,411 LF $10.50 ------- — $(_00 50.00 $25,315.50 4" Concrete Sidewalk (Reinfon.ed) 17,36; :2:i,5 -l(i 25,64-5 SY $37.00 - $651) D16 _D1) -- 1 :948.902.00 $948,902.00 Paver BrickfSidewalk) 0 0 230 SY $40.00 9:0.00 $0.00 $9,200.00 Paver Brick I Roadway) (1 0 11.276 Sle $]2.00 50.00 $0.00 $135,:112.00 3/ 4" Asphalt cCcncrete (TypeS- 1I1) First Lift 69;286 59,4:34 57.743 Sle -� S3.5D $38107:3. D0 _-- 1:381,887.00 $317,614.00 3/4" Asphalts Ccncrete (Type S -111) Second Lift 69,:286 59,4:34 577748 SY ^_ S5.50 $381, _000 __- 1;381.887.00 $317, i14.00 8" Limerock Bast (compacted and primed, 69,286 59,434 57.748 SY - -_ $3.50 $583,93 L00 __— $590,189.00 S490,358.00 12" Stabilized Su3grade (Oncite Matni.d) 0 0 D SY _____S2.85__ S0.00 50.00 S000 TOTAL =_ $ ,505,.' >SR: 15 S2,768,201.75 $2,706,839.75 Packet Page -922- 11/18/2014 16.A.2. EARTHWORK Original New Desori tior Oinintity Old Quantity Quantity Unit Unit Price Uri -,intd Amount Old .Amount New Amount Clearingand,srubbing 237 237 237 AC _- 53,5,0.00_ - -- $82-9,500.0 5829,500.00 Sod (20' LN E:) 76,610 79,279 79,279 Sly s 1.25 _ $95.762.50. $99,098.75 $99,0518.75 Sod (1' Behind Curb) 6,307 6,364 6.364 Sly 51.25 S '.883.75 $7.955.00 57,955.00 2' Silt Fence 27,601 27,601 27,601 LF —_ $1_65 545.541.65 5455541.65 545,541465 —_ 'DOTAL = $978,687.90 $982,095.40 5982,095.40 Packet Page -923- 11/18/2014 16.A.2. OFF -SITE Original New Description Olnmtity_Old QuWltir✓ _ Quantity LJrdt tJnit Rice___ 06gin;0 Funotmt Old Amount New Amount Turn Lane (;rani Lely Dri_n Site Improve nentt I I I L;i $54,000,00___ $54,000.00 $54,00000 Wildflower Way, Site Improvement t 1 0 0 LS -_ $38.000,00 $38 000.00 WOO $O.00 TOTAL = 592,000.00 554,000.00 554,000.00 Packet Page -924- 11/18/2014 16.A.2. LANDSCAPE & LIGHTING CTiginal New Description - - -- Qu:udity Old Chantity QuantV Unit - -- U:rit [dire— Ori 'na AJnoimt —Old Pmtount New Amount Landscape provided by OPI Des:,gn 1 1 I LS S600z100.00__ -- $600.000_40 5600.000.00 $600,000.00 Lighting pro ddedbyPelicatEnginrering 1 1 1 LS S1QO_000.00 - - -- _5100,000.)0 5100.000.00 $100.000.00 TOTAL == 5700,000.011 5700,000.00 5700,004.00 Packet Page -925- 11/18/2014 16.A.2. RESOLUTION NO. 14- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AUTHORIZING FINAL ACCEPTANCE OF CERTAIN ROADWAY AND DRAINAGE IMPROVEMENTS IN LAKOYA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 50, PAGES 69 THROUGH 78; RELEASE OF THE MAINTENANCE SECURITY; AND ACCEPTANCE OF THE PLAT DEDICATIONS WHEREAS, the Board of County Commissioners of Collier County, Florida, on January 25, 2011, approved the plat of Lakoya for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications as required by the Land Development Code (Collier County Ordinance No. 04 -41, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Engineering Services Department has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Lakoya, pursuant to the plat thereof recorded in Plat Book 50, pages 69 through 78, and the Clerk is hereby authorized to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the roadway and drainage improvements within Lakoya will be maintained privately in the future and will not be the responsibility of Collier County. This Resolution adopted after motion, second and majority vote favoring same, this day of '2014, ATTEST: DWIGHT E. BROCK, CLERK BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Deputy Clerk [14- EIS - 0281311119451%11 3 1 oft Packet Page -926- TOM KENNING, Chairman Approved as to form and legality: 11/18/2014 16.A.2. �l V,'.,(,/Iq Scott A. Stone Assistant County Attorney [14- EIS - 02813,'1 l 1945Pl1 3 2 oft Packet Page -927-