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Agenda 06/09/2015 Item #16A 5 6/9/2015 16.A.5. 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 Hacienda Lakes Business Park, (Application Number PL20140000776) 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 Hacienda Lakes Business Park, a subdivision of lands located in Section 14, Township 50 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 Development Review Division has completed the review of the construction drawings, specifications, and final plat of Hacienda Lakes Business Park. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Hacienda Lakes PUD, Ord. 11-41. 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 Development Review Division recommends that the final plat of Hacienda Lakes Business Park be approved for recording. FISCAL IMPACT: The project cost is $823,526.85 (estimated) to be borne by the Developer. The cost breakdown is as follows: a) Water& Sewer $129,963.00 b) Drainage, Paving, Grading $693,563.85 The Security amount, equal to 110% of the project cost, is $905,879.54 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: $26,065.81 Packet Page-464- s 6/9/2015 16.A.5. The fees are based on a construction estimate of$823,526.85 and were paid in September, 2014. The breakdown is as follows: a) Plat Review Fee ($1,000.00 +$5./ac) $ 1,360.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $ 974.72 c) Drainage, Paving, Grading (.75%const. est.) $ 5,201.73 d) Construction Inspection Fee Water& Sewer(2.25% const. est.) $ 2,924.17 e) Drainage, Paving, Grading (2.25%const. est.) $15,605.19 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 Hacienda Lakes Business Park (Application Number PL20140000776) for recording with the following stipulations: 1. Approve the amount of$905,879.54 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Development Review Division. 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 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, Development Review Division, Growth Management Department Attachments: 1)Location Map 2)Plat Map and 3) Opinion of Probable Cost Packet Page-465- 6/9/2015 16.A.5. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.5. 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 Hacienda Lakes Business Park, (Application Number PL20140000776) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 6/9/2015 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior,Development Review 5/7/2015 6:32:32 AM Approved By Name: McLeanMatthew Title: Project Manager, Principal, Growth Management Department Date: 5/11/2015 8:08:22 AM Name: PuigJudy Title: Operations Analyst,Growth Management Department Date: 5/11/2015 2:25:06 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 5/18/2015 8:23:27 AM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 5/20/2015 7:44:53 AM Name: KlatzkowJeff Title: County Attorney, Date: 5/20/2015 10:36:40 AM Name: IsacksonMark Packet Page-466- 6/9/2015 16.A.5. 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C51 . a z -. 1 i.-4 '0 4" • i S. zcn ce,c, 1 wc...tP4 _064' ru, up, r-T-1 1--+ (:)m,,,..,,_, •t,■\,I, , 01 , 1 °z<'-~L> .55,55 3./.0.CO.COS •-■;2i r''-' Pg Z 1 .. ° P (..) / , ,,,,„--------- -, ,, •..,, -, .. t2 1_7, w E. ,,,, x , 4-4 'c4 r„.., u) cn ,.7 <,., / ..,,, i ,'" ,' ,•,, V i ). .( .1 ' /1 , U 1 _....4 x , : 4:-,- - , . , . , V § i 3 t=, Or, :i• 7:! , z'pe ; 395.5055,15 .*/1 35'../t.3un 9 193119 139 I 3 58-5525,15 F. / 35%/I•21+20LI 5552 _ Packet Page -475- At 6/9/2015 16.A.5. ctiot.. /S ROBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST SUMMARY GENERAL $ 192,238.75 EARTHWORK $ - SANITARY SEWER $ 82,954.00 POTABLE WATER&FIRE $ 47,009.00 STORM DRAINAGE $ 120,520.00 PAVING $ 346,605.10 LIGHTING $ 34,200.00 LANDSCAPING $ - TOTAL $ 823,526.85 Contingency(110%)of TOTAL $ 905,879.54 UTILITY DOCUMENT REVIEW FEE 0.75%OF SEWER AND WATER ESTIMATE $ 974.72 UTILITY INSPECTION FEE 2.25%OF SEWER AND WATER ESTIMATE $ 2,924.17 PAVING GRADING AND DRAINAGE REVIEW FEE 0.75%OF ESTIMATE $ 4,945.23 PAVING GRADING AND DRAINAGE INSPECTION FEE 2.25%OF ESTIMATE $ 14,835.69 LIGHTING REVIEW FEE 0.75%OF ESTIMATE $ 256.50 LIGHTING INSPECTION FEE 2.25%OF ESTIMATE $ 769.50 (TOTAL REVIEW FEES(DUE UPON SUBMITTAL) $ 6,176.45 I TOTAL INSPECTION FEES(DUE UPON RECEIPT) $ 18,529.35 9'8!20141:14PM X:Shared\Pv Packet Page-476-ev_No_Lake - 6/9/2015 16.A.5. RoBAU &ASSOCIATES ter....00 PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Estimated By:KAM Checked By:MWD GENERAL DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Mobilization(Large Projects,$10.0 to$20.0 Million) LS 0 $ 25,000.00 $ - Mobilization(Large Projects,$2.5 to$10.0 Million) LS 0 $ 10,000.00 $ - Mobilization(Small Projects,$500,000 to$2.5 Million) LS 0 $ 5,000.00 $ - Maintenance of Traffic(Varies,Depends on Type Project) LS 1 $ 2,500.00 $ 2,500.00 Staked Silt Fence LF 9,411 $ 1.25 $ 11,763.75 Turbidity Barrier(Floating) LF 180 $ 12.50 $ 2,250.00 Handrail(Roadway) LF 1,394 $ 17.00 $ 23,698.00 Gravity Retaining Wall(Cast in Place) CY 307 $ 461.00 $ 141,527.00 Sigming&Pavement Marking Per Mile EA 0.6 $ 5,000.00 $ 3,000.00 Large Bridges(Based on SF of Deck @$160.00 Per SF) EA 0 $ 1,750,000.00 $ - Construction Staking Total Project LS I $ 7,500.00 $ 7,500.00 Clearing&Grubbing(Burn) AC 0 $ 2,500.00 $ - Clearing&Grubbing(Chip&Haul Off-Site) AC 0 $ 3,400.00 $ - Note:On every Bridge estimate check with Packet Page-477- 6/9/2015 16.A.5. 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RQBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Estimated By:KAM Checked By:MWD EARTHWORK DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Regular Excavation CY 0 $ 2.00 $ - Lake Excavation(Blasted Rock) CY 0 $ 2.80 $ - Lake Excavation(Blaster Rock-20 Feet Deep CY 0 $ 2.80 $ - Lake-Included in Excavation Fees) Excavate,Stockpile for Rock Bury CY 0 $ 1.50 $ - Replace from Stockpile&Cover Rock Bury CY 0 $ 1.25 $ - Import Fill(compacted in-place) CY 0 $ 9.75 $ - Berm Construction LF 0 $ 3.80 $ - Swale Construction LF 0 $ 2.50 $ - Construction Entrance(FDOT Stone Bed) EA 0 $ 3,500.00 $ - Rip-Rap(12")w/Fabric SY 0 $ 60.00 $ - Rock Crushing(On-site from Lake Excavation) CY 0 $ 2.50 $ - Rock Blasting(Range$1 5,000/$75,000,Depends AC 0 $ 45,000.00 - on Thickness of Rock&Other Variables) Gabions(standard size 6'x3'x3'filled w/stone EA 0 $ 210.00 $ - and installed)(There are 10 different sizes) Sod @ Swale and Lake Bank SY 0 $ 1.40 $ - NPDES Monitoring LS 0 $ 7,500.00 $ - Earthwork Subtotal $ - Packet Page-478- 6/9/2015 16.A.5. ROBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Eatimated By:KAM Checked By:MWD SANITARY SEWER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 8"PVC Sanitary Sewer Main(0'-6'Depth) LF 0 $ 24.00 $ - 8"PVC Sanitary Sewer Main(6'-8'Depth) LF 168 $ 30.00 $ 5,040.00 8"PVC Sanitary Sewer Main(8'-10'Depth) LF 503 $ 42.00 $ 21,126.00 8"PVC Sanitary Sewer Main(10'-12 Depth) LF 0 $ 56.00 $ - 8"PVC Sanitary Sewer Main(12'-14'Depth) LF 0 $ 72.00 $ - 8"PVC Sanitary Sewer Main(14'-16'Depth) LF 0 $ 86.00 $ - 4'Diameter Manholes(0'-6'Depth) EA 0 $ 3,800.00 $ - 4'Diameter Manholes(6'-8'Depth) EA 1 $ 4,600.00 $ 4,600.00 4'Diameter Manholes(8'-10'Depth) EA 2 $ 5,500.00 $ 11,000.00 4'Diameter Manholes(10'-12'Depth) EA 0 $ 6,400.00 $ - 4'Diameter Manholes(12'-14'Depth) EA 0 $ 7,800.00 $ - 4'Diameter Manholes(14'-16'Depth) EA 0 $ 9,000.00 $ - Additional Cost,Drop Manhole for(8'-10'Depth) EA 0 $ 1,000.00 $ - Additional Cost,Drop Manhole for(10'-12'Depth) EA 0 $ 1,300.00 $ - Additional Cost,Drop Manhole for(12'-14') EA 0 $ 1,800.00 $ - Additional Cost,Drop Manhole for(14'-16') EA 0 $ 2,600.00 $ - 6"PVC Laterals LF 0 $ 21.00 $ - 6"Single Clean-out EA 0 $ 225.00 $ - Packet Page-479- A 6/9/2015 16.A.5. ROBAU &ASSOCIATES SANITARY SEWER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 6"Double Clean-out EA 0 $ 425.00 $ - Video Inspection LF 686 $ 2.00 $ 1,372.00 Lift Station Average,(See Listing Below) EA 0 $ 140,000.00 $ - 4"PVC Force Main(C-900,CL200,DR-I8) LF 0 $ 16.00 $ - 4"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 18.00 $ - 6"PVC Force Main(C-900,CL 200,DR-18) LF 1,622 $ 22.00 $ 35,684.00 6"PVC Force Main(C-900,CL 200,DR-14) LF 32 $ 26.00 $ 832.00 8"PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 30.00 $ - 8"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 32.00 $ - Air Release Valves EA 1 $ 1,200.00 $ 1,200.00 8"Force Main Hot Tap EA 0 $ 3,500.00 $ - 6"Force Main Hot Tap EA 0 $ 3,100.00 $ - 4"Force Main Hot Tap EA 0 $ 2,500.00 $ - Directional Bore 4"Force Main,(12"Casing) LF 0 $ 140.00 $ - Directional Bore 6"Force Main,(12"Casing) LF 0 $ 160.00 $ - Directional Bore 8"Force Main,(16"Casing) LF 0 $ 210.00 $ - 4"Plug Valve EA 0 $ 1,000.00 $ - 6"Plug Valve EA 0 $ 1,200.00 $ - 8"Plug Valve EA 0 $ 1,500.00 $ - 10"Plug Valve EA 0 $ 2,000.00 $ - 12"Plug Valve EA 0 $ 2,600.00 $ - Connect to Existing Plug Valve EA 1 $ 2,100.00 $ 2,100.00 Packet Page-480- 6/9/2015 16.A.5. ROBAU &ASSOC LATE S SANITARY SEWER DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Sanitary Sewer Subtotal $ 82,954.00 Note: For Trench Rock,Add To LF of Pipe Cost Rock Thickness&Based on 4'Wide Rock Excavation 2'Thick Depth,Add$7.40 4'Thick Depth,Add$14.80 6'Thick Depth,Add$22.20 8'Thick Depth,Add$29.60 10'Thick Depth,Add$37.50 For Lift Stations wl Wet Wells 14'to 16'Average Cost $130,000 For Lift Stations w/Wet Wells 16'to 18'Average Cost $140,000 For Lift Stations w/Wet Wells 18'to 20'Average Cost $155,000 Packet Page-481- 6/9/2015 16.A.5. ctziny ROBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Estimated By:KAM Checked By:MWD POTABLE WATER&FIRE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 12"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 32.00 $ - 12"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 30.00 $ - 12"Gate Valve EA 0 $ 2,800.00 $ - 12"x 24"Hot Tap EA 0 $ 5,200.00 $ - 12"Backflow Preventer EA 0 $ 12,000.00 $ - 12"Master Meter EA 0 $ 17,500.00 $ - Directional Bore 12"PVC w/24"Casing) LF 0 $ 265.00 $ - 10"PVC Water Main(C-900,CL-200,DR-14) LF 152 $ 28.00 $ 4,256.00 10"PVC Water Main(C-900,CL-200,DR-18) LF 528 $ 26.00 $ 13,728.00 10"Gate Valve EA l $ 2,300.00 $ 2,300.00 10"x 10"Hot Tap EA 1 $ 4,100.00 $ 4,100.00 10"Backflow Preventer EA 0 $ 10,000.00 $ - 10"x 10"Hot Tap(Deflection @ Two Points) EA 1 $ 3,800.00 $ 3,800.00 Directional Bore 10"PVC w/20"Casing) LF 0 $ 245.00 $ - 8"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 22.00 $ - 8"PVC Water Main(C-900,CL-200,DR-18) LF 60 $ 20.00 $ 1,200.00 8"Gate Valve w/Box EA 0 $ 1,400.00 $ - Packet Page-482- 6/9/2015 16.A.5. 4 40 ROBAU &ASSOCIATES POTABLE WATER&FIRE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 8"x 8"Hot Tap(Deflection @ Two Points) EA 1 $ 3,500.00 $ 3,500.00 8"Backflow Preventer EA 0 $ 8,000.00 $ - Fire Hydrant Assembly EA 1 $ 3,600.00 $ 3,600.00 Dead-End Hydrants EA 1 $ 3,800.00 $ 3,800.00 Blue RPM's EA 2 $ 12.50 $ 25.00 Perm.Bact.Sample Point EA 0 $ 1,200.00 $ - Temporary Blow-off&Bact.Sample Points EA 0 $ 1,200.00 $ - Air Release Valve EA 0 $ 1,200.00 $ - 6"Backflow Preventer EA 0 $ 6,000.00 $ - 6"Gate Valve w/Box EA 0 $ 1,200.00 $ - 6"x 12"Hot Tap EA 0 $ 3,100.00 $ - 4"Gate Valve w/Box EA 0 $ 1,000.00 $ - 4"PVC Utility Sleeves LF 0 $ 5.00 $ - 2"Water Service Line LF 0 $ 10.50 $ - 2"Double Meter EA 0 $ 950.00 $ - 2"Single Meter EA 0 $ 550.00 $ - 1 1/2"Water Service Line LF 0 $ 8.50 $ - 1 1/2"Double Meter EA 0 $ 800.00 $ - 1 1/2"Single Meter EA 0 $ 400.00 $ - Temp.Gap Configuration EA 1 $ 2,500.00 $ 2,500.00 Temp.Backflow Preventer EA 0 $ 2,500.00 $ - Packet Page-483- 6/9/2015 16.A.5. ROBAU &ASSOCIATES POTABLE WATER&FIRE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Automatic Flushing Device EA 1 $4,200.00 $ 4,200.00 Aerial Canal Crossing(2-Piers) EA 0 $ 25,000.00 $ - Aerial Canal Crossing(3-Piers) EA 0 $ 45,000.00 $ - Potable Water&Fire Station Subtotal $ 47,009.00 Packet Page-484- 6/9/2015 16.A.5. .L.1.0 ROBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Estimated By:KAM Checked By:MWD STORM DRAINAGE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Single Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 430.00 $ - Double Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 880.00 $ - Triple Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 1,300.00 $ - 15"RCP LF 0 $ 22.00 $ - 18"RCP LF 534 $ 32.00 $ 17,088.00 24"RCP LF 872 $ 56.00 $ 48,832.00 30"RCP LF 0 $ 68.00 $ - 36"RCP LF 0 $ 80.00 $ - 42"RCP LF 0 $ 95.00 $ - 48"RCP LF 0 $ 120.00 $ - 54"RCP LF 0 $ 170.00 $ - 12"HDPE LF 0 $ 20.00 $ - 15"HDPE LF 0 $ 24.00 $ - 18"HDPE LF 0 $ 30.00 $ - 24"HDPE LF 0 $ 40.00 $ - 30"HDPE LF 0 $ 52.00 $ - Valley Gutter Inlets EA 0 $ 3,200.00 $ - Packet Page-485- 6/9/2015 16.A.5. k ROBAU &ASSOCIATES STORM DRAINAGE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Curb Inlets((Type"D"Base,J-8) EA 3 $ 5,100.00 $ 15,300.00 Curb Inlet(Type"C"Base,P-8) EA 3 $ 2,800.00 $ 8,400.00 Junction Box(Type"D"J-8 EA 1 $ 3,800.00 $ 3,800.00 Junction Box(Type"C"P-8') EA 1 $ 3,200.00 $ 3,200.00 Junction Box P-7(greater than 10') EA 0 $ 5,600.00 $ - Junction Box J-7(less than 10') EA 0 $ 5,300.00 $ - Junction Box J-7(greater than 10') EA 0 $ 6,600.00 $ - Control Structure EA 0 $ 5,500.00 $ - Water Quality Structure(Rip-Rap Sump) EA 1 $ 6,500.00 $ 6,500.00 Bubbler Grate w/Rip-Rap EA 0 $ 3,500.00 $ - Throat Inlet(Top) EA 6 $ 2,500.00 $ 15,000.00 Grate Inlet,Type"A" EA 0 $ 3,000.00 $ - Grate Inlet,Type"B" EA 0 $ 3,200.00 $ - Grate Inlet,Type"C" EA 0 $ 2,200.00 $ - Grate Inlet,Type"D" EA 0 $ 2,800.00 $ - Grate Inlet,Type"E" EA 0 $ 2,400.00 $ - 12"Flared End Section EA 0 $ 250.00 $ - 15"Flared End Section EA 0 $ 350.00 $ - 18"Flared End Section EA 0 $ 450.00 $ - 24"Flared End Section EA 0 $ 650.00 $ - 30"Flared End Section EA 0 $ 1,000.00 $ - Packet Page-486- 6/9/2015 16.A.5. -y W'I- Rt3BAU &ASSOCIATES STORM DRAINAGE DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 36"Flared End Section EA 0 $ 1,500.00 $ - 42"Flared End Section EA 0 $ 2,000.00 $ - 48"Flared End Section EA 0 $ 2,500.00 $ - 54"Flared End Section EA 0 $ 3,000.00 $ - 15"Mitered End Section EA 0 $ 1,500.00 $ - 18"Mitered End Section EA 0 $ 1,800.00 $ - 24"Mitered End Section EA 1 $ 2,400.00 $ 2,400.00 30"Mitered End Section EA 0 $ 3,000.00 $ - 36"Mitered End Section EA 0 $ 3,600.00 $ - 42"Mitered End Section EA 0 $ 4,200.00 $ - 48"Mitered End Section EA 0 $ 4,800.00 $ - 54"Mitered Section EA 0 $ 5,400.00 $ - Yard Drain EA 0 $ 1,200.00 $ - Storm Drainage Subtotal $ 120,520.00 Packet Page-487- A 6/9/2015 16.A.5. ..i°` ROBAU &ASSOCIAT'ES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Eatimated By:KAM Checked By:MWD PAVING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 12"Concrete Ribbon Curb LF 0 $ 24.00 $ - 2'Valley Gutter LF 0 $ 7.50 $ - Type"A"Curb&Gutter LF 0 $ 12.00 $ - Type"E"Curb&Gutter LF 0 $ 12.50 $ - Type"F"Curb&Gutter LF 3,617 $ 9.50 $ 34,361.50 Type"D"Curb LF 0 $ 8.50 $ - 3/4"Type S-111 Asphalt(1st.Lift) SY 5,832 $ 3.80 $ 22,161.60 3/4"Type S-111 Asphalt(2nd.Lift) SY 5,832 $ 4.10 $ 23,911.20 3/4"Type S-111 Asphalt(4 Lifts) SY 5,335 $ 9.00 $ 48,015.00 12"Stabilized Subgrade(LBR 40) SY 7,027 $ 1.40 $ 9,837.80 8"Limerock Base(LBR 100) SY 5,832 $ 8.50 $ 49,572.00 6"Limerock Base(LBR 100) SY 0 $ 6.80 $ - 4"Limerock Base(LBR 100) SY 0 $ 5.20 $ - Signage&Pavement Marking Per Mile LS 0 $ 5,000.00 $ - Fine Grading(This Could Be Priced By SY Also) DA 0 $ 1,000.00 $ - 4'Sod Strip Between Curb&Sidewalk SY 2,043 $ 1.50 $ 3,064.50 ADA Ramps&Truncated Dome Mats SF 1,599 $ 24.00 $ 38,376.00 Packet Page-488- 6/9/2015 16.A.5. ROBAU &ASSOCIATES PAVING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST 6'Wide Sidewalk(4"Thick Concrete) LF 0 $ 18.00 $ - 5'Wide Sidewalk(6"Thick Concrete) LF 4,597 $ 19.50 $ 89,641.50 Mill Existing Pavement(3"Depth) SF 13,832 $ 2.00 $ 27,664.00 Paving Subtotal $ 346,605.10 Packet Page-489- 6/9/2015 16.A.5. I ROBAU &ASSOCIATES PRELIMINARY OPINION OF PROBABLE COST Project:THE LORD'S WAY-013-00-022 Estimated By:KAM Checked By:MWD LANDSCAPING&LIGHTING DESCRIPTION UNIT QUANTITY UNIT TOTAL COST Sodding(Regular)-Bahia SY 0 $ 1.40 $ - Sodding (Berms&Swale)-Bahia LF 0 $ 1.40 $ - Sodding(Flortan) SY 0 $ 1.80 $ - Littoral Plantings(Pond 3) SF 0 $ 1.25 $ - Landscaping Allowance,Medium Size Development LS 0 $ 25,000.00 $ - Hay Bales for Erosion Control EA 0 $ 5.00 $ - Wetland&Upland Preserve Exotics Clearing AC 0 $ 5,800.00 $ - Street Lighting Allowance Per Light Standard EA 0 $ 1,440.00 $ - Light Pole or Fixture Installed by FPL EA 19 $ 1,800.00 $ 34,200.00 Street Lighting Subtotal $ 34.200.00 Landscaping Subtotal $ - Packet Page -490- 6/9/2015 16.A.5. TrebHeock uIanning•enflineerin4 THE LORDS WAY LIGHTING IMPROVEMENTS OPINION OF COST Description Unit Qty Unit Price Total LIGHT POLE OR FIXTURE INSTALLED BY FPL EA 19 $ 1,800.00 $ 34,200.00 TOTAL $ 34,200.00 Erik. fo © •e',/ No.471.15—%9 9 STATER , ///i 1O/ NAI '‘'0\‘•.*ENGINEER OF RECORD:NORMAN J.TREBILCOEWIMM la��I " P.E.NO.:47116 CERTIFICATE OF AUTHORIZATION No.27796 Trebilcock Consulting Solutions, PA, 1205 Piper Boulevard,Suite 202, Naples, FL 34110, Phone 239-566-9551, ntrebilcock @trebiicock.biz, www.trebilcock.biz Packet Page-491-