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Agenda 11/10/2015 Item #16A12 11/10/2015 16.A.12. 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 amendment to the final plat of Warm Springs, (Application Number PL20150001870) 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 Warm Springs, a subdivision of lands located in Section 26, 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 Development Review Division has completed the review of the construction drawings, specifications, and final plat of Warm Springs. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Warm Springs PUD, Ord. 05-21. All fees have been paid. This project was previously approved by the Board on May 26, 2015, but has not yet been recorded. The developer has revised the number and size of the lots, resulting in 11 less lots than the original approved plat. In accordance with Section 10.02.04 B.5.c, following approval by the Board of the final subdivision plat, but prior to recordation, the Board may approve amendments to the final subdivision plat. 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 Warm Springs be approved for recording. FISCAL IMPACT: The project cost is $3,931,192.00 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water& Sewer $1,813,000.00 b) Drainage, Paving, Grading $2,118,192.00 The Security amount, equal to 110% of the project cost, is $4,324,311.20 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 --Land Development Services Packet Page-473- 11/10/2015 16.A.12. Revenue generated by this project: Total: $119,505.76 The Fees are based on a construction estimate of$3,931,192.00 and were paid in November, 2014 and August, 2015. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,570.00 b) Construction Drawing Review Fee Water& Sewer(.75%const. est.) $13,597.50 c) Drainage, Paving, Grading (.75%const. est.) $15,886.44 d) Construction Inspection Fee Water& Sewer(2.25% const. est.) $40,792.50 e) Drainage, Paving, Grading (2.25% const. est.) $47,659.32 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 endorses staffs recommendation to approve the final plat of Warm Springs (Application Number PL20150001870) for recording with the following stipulations: 1. Approve the amount of$4,324,311.20 as performance security for the required improvements; or such a 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 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, Development Review Division, Growth Management Department Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost Packet Page-474- 11/10/2015 16.A.12. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.12. 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. 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 Warm Springs, (Application Number PL20150001870) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 11/10/2015 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Growth Management Department 10/8/2015 5:50:42 AM Approved By Name: McLeanMatthew Title: Project Manager, Principal, Growth Management Department Date: 10/9/2015 8:32:24 AM Name: PuigJudy Title: Operations Analyst, Operations &Regulatory Management Date: 10/15/2015 3:33:52 PM Name: PuigJudy Title: Operations Analyst, Operations&Regulatory Management Date: 10/15/2015 3:35:11 PM Name: FrenchJames Title: Deputy Department Head -GMD, Growth Management Department Date: 10/21/2015 10:05:42 AM Name: PuigJudy Title: Operations Analyst, Operations&Regulatory Management Packet Page-475- 11/10/2015 16.A.12. Date: 10/21/2015 4:59:52 PM Name: MarcellaJeanne Title: Executive Secretary, Transportation Administration Date: 10/26/2015 9:21:10 AM Name: StoneScott Title: Assistant County Attorney, CAO Land Use/Transportation Date: 10/27/2015 8:27:20 AM Name: IsacksonMark Title: Division Director-Corp Fin &Mgmt Svc, Office of Management&Budget Date: 10/27/2015 9:31:24 AM Name: KlatzkowJeff Title: County Attorney, Date: 10/28/2015 2:08:41 PM Name: CasalanguidaNick Title: Deputy County Manager, County Managers Office Date: 10/28/2015 3:41:28 PM Packet Page-476- I r1,_ i \ I._I STRA.NCIC , ', l) 1_ \ . 11/10/2015 16.A.12. � ) \ t �( L i� -- „ _ I � 1 !lial!t i }�F1 CLUB AT `Z f,‹ � :::::------- tic ' I illJprl' l � {�J—t_._ _, _ _ - IIvMDKAU E ROAD ' 1 o) liki tI 1 (`. - T"-- r -- 0 --- • < iRROVVHEAD -=-I 5tG-' --_ i s GOLF roURSEf -_ ,g,„,,„--- ' I WAR M-� Il - :k 1-: 1_ - tl' lill IRON'l t C.} ` --_---i,':1 P-77 l ri k 0 r\-\`_ TRE= FARM ROAD SPRINGS ig i 'Ail U3 , --- _ VANIDERIB1L _Ix i n� 1 _ 4�_'Jr 1 � r\ll) c:L u el>ERBpLATL �>) -- -- L11 _- L1 (L1 i I I 1___ _ _ R _ _-�� --_3 ~` �l,01 t-s�4 VANDERBItT BEACH RCAD i c_- \_ (-z.F.-7> j ' 1).:_t=, /f,') ...)c- c_.9 f.1.st 1-cgr.-- -.,,!-. .nli ii t,--'. /,' __-,,, .si- „., r i I. . / ` 7 -- -. 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CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST September 10, 2015 SUMMARY SCHEDULE DESCRIPTION Phase 1 Phase 2 TOTAL A Earthwork $364,270.00 Part of Phase 1 $364,270.00 B Paving $535,662.00 $346,220.00 $881,882.00 C Wastewater Collection $978,621.00 $326,734.00 $1,305,355.00 D Potable Water Distribution $294,325.00 $213,320.00 $507,645.00 E Storm Drainage $551,867.00 $178,697.00 $730,564.00 F Landscape and Irrigation $141,476.00 Part of Phase 1 $141,476.00 TOTAL $2,866,221.00 $1,064,971.00 $3,931,192.00 110% of TOTAL $3,152,843.10 $1,171,468.10 $4,324,311.20 Water and Wastwwater Total= $1,813,000.00 Earthwork,Paving,Drainage, Street Lights& Landscaping Total= $2,11 8,192.00 G:\Engineering\PROD-ENGIW\WSA1060P103PPL Amend\OPCIOPC Amendment 7015 09 10 1 of 11 Packet Page-490- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 1 SCHEDULE "A" EARTHWORK & SITE PREP Clearing, grubbing and preparation of the construction site and bringing the site, including roadway rights-of-way, easements, building sites and open areas to the lines and grades shown on the drawings or as designated by the Engineer in the field including chipping and grinding of all materials on the Owner's property and then disposal of all residue off the Owner's property, all as specified,per acre complete. All work in right-of-way is subject to inspection by the owner, City, County DOT and/or FDOT contingent on final acceptance of improvements as shown and specified on the contract documents. The construction area shall be enclosed with FDEP approved siltation fencing prior to commencement of work. The unit price of the erosion control fence shall include maintenance of the fence for the duration of construction. UNIT ITEM DESCRIPTION UNIT PRICE QUANTITY TOTAL PRICE A-1 Clearing and Grubbing AC $3,250.00 82 $265,200.00 A-2 Erosion Control-Silt Fence LF $1,00 7,010 $7,010.00 A-3 Double Row Erosion Control-Silt Fence LF $2.00 5,960 11920 A-4 Lake Excavation(Haul,Place&Compact) * A-5 Sod Lake Banks(20'Width) SY $2.00 17,070 $34,140.00 A-6 Exocit Clearing from Preserves AC $1,250.00 32 $40,000.00 A-7 Preserve Conveyance Swale LF $10.00 600 $6,000.00 TOTAL $364,270.00 * These items included under the Bond for the Excavation Permit Q.Grady Minor&Associates G:1Engineering\PROD-ENGIWWJSA106DP1D3PPL Amend1OPC1OPr manrirmant c no in 2 of 11 Packet Page -491- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 1 SCHEDULE "B" PAVING Roadway construction complete per the plans and County specifications including stabilized subgrade, stabilized shoulder, limerock base, tack coat, asphaltic concrete, required testing by an independent laboratory, roadside fill and grading for full width of right-of-way and easements, finish grading, seeding and mulch. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE B-I 12"Stabilized Subgrade SY $2.00 17,122 $34,244.00 B-2 6"Limerock Base(Compacted and Primed) SY $6.00 13,200 $79,200.00 B-3 3/4"Aphaltic Concrete Type S-III(1st Lift) SY $4.00 13,200 $52,800.00 B-4 3/4"Aphaltic Concrete Type S-IIl(2nd Lift) SY $5.00 13,200 $66,000.00 B-5 Valley Gutter LF $8.00 10,345 $82,760.00 B-6 Type"A"Curb LF $12.00 314 $3,768.00 B-7 Type"F"Curb LF $12.00 1,205 $14,460.00 B-8 5'Concrete Sidewalk 4"Thick LF $17.50 7,386 $129,255.00 B-9 Handicap Curb Ramps-All Types EA $600.00 6 $3,600.00 B-l0 Concret Flume EA $600.00 3 $1,800.00 B-11 Sodding(4'Back of Curb) SY $1.50 5,140 $7,710.00 B-12 Signing&Pavement Markings LS $2,000.00 I $2,000.00 B-13 Street Lights-FPL Provide and Install EA $1,000.00 37 $37,000.00 13-14 Set PRM's LS $3,065.00 1 $3,065.00 B-15 Set PCP's LS $2,000.00 1 $2,000.00 B-16 Remove Paved Stubout and Install Sidewalk and LS $6,000.00 1 $6,000.00 Curb/Gutter Remove Pavement,Sidewalk and Curb/Gutter at B-17 Project Entrance. Install Sidewalk and Curb LS $7,000.00 I $7,000.00 Ramps 8 18 Remove and Replace Asphalt Path for CS-1 LS $3,000.00 I $3,000.00 Outfall Pipe TOTAL $535,662.00 Q. Grady Minor&Associates G:\Engineering1PROJ-ENGIIMWSA\o6DP103PPL Amend1OPC\OPr nn in 3 of 11 Packet Page -492- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE I SCHEDULE "C" WASTEWATER COLLECTION Includes furnishing and handling of all required materials,joint restraint, thrust blocks, connections to other pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in roadway areas, pressure testing, flushing, clean-up including resodding areas previously sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items necessary to complete the system and provide the Owner, FDEP and County with a. complete working wastewater collection system as shown on the drawings and specified in these contract documents. Cut ranges are measured from profile grade line to invert of the pipe or manhole. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE C-1 8"Gravity PVC-SDR 26(0-6'Cut) LF $28.00 0 $0.00 C-2 8"Gravity PVC-SDR 26(6-8'Cut) LF $33.00 0 $0.00 C-3 8" Gravity PVC-SDR26(8-10'Cut) LF $45.00 500 $22,500.00 C-4 8" Gravity PVC-SDR 26(10-12'Cut) LF $60.00 309 $18,540.00 C-5 8" Gravity PVC-SDR 26(>12'Cut) LF $80.00 4,740 $379,200.00 C-6 Television Inspection LF $3.00 5,549 $16,647.00 C-7 Manhole 4'Diameter(0-6') EA $5,000.00 0 $0.00 C-8 Manhole 4'Diameter(6-8') EA $5,500.00 0 $0.00 0-9 Manhole 4'Diameter(8-10') EA $6,500.00 I $6,500.00 0-10 Manhole 4'Diameter(10-12') EA $8,000.00 4 $32,000.00 C-11 Manhole 4'Diameter(>12'Cut) EA $12,000.00 17 $204,000.00 C-12 6" Single Sewer Service EA $800.00 9 $7,200.00 C-13 6"Double Sewer Service EA $900.00 71 $63,900.00 C-14 6"PVC Force Main(C900,DR 18) LF $20.00 325 $6,500.00 C-15 6" PVC Force Main(C900,DR 14) LF $23.00 158 $3,634.00 C-16 Air Release Combination Assembly EA $6,000.00 1 $6,000.00 C-17 Pump Station EA $210,000.00 1 $210,000.00 0-18 Remove Existing 8"force main Stub-out EA $2,000.00 1 $2,000.00 &Relocate 8"Plug Valve TOTAL $978,621.00 Q. Grady Minor&Associates 4 of 11 G:\Engineering\PROD-ENG1W\WSA106oP\03PPLAmendlOPC\OP""^•°^"'°^` "0" ^c,In Packet Page-493- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 1 SCHEDULE "D" POTABLE WATER DISTRIBUTION Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in roadway areas, pressure testing, disinfecting pipelines, flushing, clean-up including resodding areas previously sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items necessary to complete the system and provide the Owner, FDEP and County with a complete working water distribution system as shown on the drawings and specified in these contract documents. Lineal foot price of the pipe is to include the cost of all required fittings. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE D-1 8"PVC Main(C-900,DR 18) LF $22.00 5,600 $123,200.00 D-2 8"PVC Main(C-900,DR 14) LF $25.00 165 $4,125.00 D-3 8"Gate Valve with Box EA $1,300.00 16 $20,800.00 D-4 Fire Hydrant Assembly Complete EA $4,000,00 13 $52,000.00 D-5 Single Water Service EA $600.00 36 $21,600.00 D-6 Double Water Service EA $800.00 57 $45,600.00 D-7 2"Water Service to Rec Center EA $2,000.00 1 $2,000.00 D-8 Permanent Bacterial Sample Point EA $2,000.00 3 $6,000.00 D-9 Automatic Flushing Device EA $4,000.00 3 $12,000.00 D-10 Connect to Exist Main EA $2,000.00 2 $4,000.00 D-1 1 _Temporary Blow-off EA $1,000.00 3 $3,000.00 TOTAL $294,325.00 Q.Grady Minor&Associates G:\Engineering\PROJ-ENG\wiwSA\o6DP■03PPL Amend\OPC\OPr 'IC',n 5 of 11 Packet Page-494- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 1 SCHEDULE "E" STORM DRAINAGE Includes furnishing and handling of all required materials, dewatering, bedding material (if necessary), rock removal and disposal off-site (if necessary), installation, backfilling, compaction, compaction testing in road-way areas, final grading, coordinating with other contractors and utility companies,flushing, clean-up, seeding,sodding of all areas disturbed by construction, repair of any damage caused by construction and other items necessary to complete the system and provide the Owner, County and/or FDOT with a complete working drainage system as shown on the drawings and specified on these contract documents. Pipe measurement is to the center of the structures. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE _ QUANTITY PRICE E-1 15"RCP LF $35.00 2,266 $79,310.00 E-2 18"RCP LF $44.00 980 $43,120.00 E-3 24"RCP LF $60.00 2,086 $125,160.00 E-4 30"RCP LF $80.00 427 $34,160.00 E-5 36"RCP LF $95.00 447 $42,465.00 E-6 Throat Inlet Type I EA $2,500.00 5 $12,500.00 E-7 Valley Gutter Inlet EA $2,800.00 20 $56,000.00 E-8 Type C Inlet EA $2,000.00 13 $26,000.00 E-9 Junction Box EA $2,501.00 9 $22,509.00 E-10 15"FES EA $1,000.00 2 $2,000.00 E-11 18"FES EA $1,200.00 5 $6,000.00 E-12 24"FES EA $1,500.00 3 $4,500.00 E-13 30"FES EA $2,000.00 2 $4,000.00 E-14 36"FES EA $2,500.00 3 $7,500.00 E-15 Control Structure EA $5,000.00 3 $15,000.00 E-16 bbl Up Structure Including EA $3,500.00 2 $7,000.00 Rip p E-17 10"HDPE Yard Drain Pipe LF $11.00 3,419 $37,609.00 E-18 12"HDPE Yard Drain Pipe LF $13.00 818 $10,634.00 E-19 Yard Drain Inlet EA $330.00 40 $13,200.00 E-20 HDPE FES with Rip-Rap EA $500.00 l $500.00 E-21 Remove Exist 36"MES(TF 98) LS $500.00 1 $500.00 E-22 Remove Inlet Top(TF 18), LS $2,200.00 1 $2,200.00 Replace with MN Top Type 8 TOTAL $551,867.00 Q.Grady Minor&Associates G:\Engineering\PROJ-ENG\W\WSA\OBDP\03PPL Arnend\OPC\OPC ' 6 of 11 Packet Page-495- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT LANDSCAPE ARCHITECT'S OPINION OF PROBABLE COST 1/9/2015 PHASE 1 SCHUDULE "F" LANDSCAPE AND IRRIGATION Provide landscaping and irrigation according to Code Minimum Requirements UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE LANDSCAPING F-1 Trees- 10'Height EA $150.00 225 $33,750.00 F-2 Shrubs EA $8.00 4,516 $36,128.00 F-3 Littoral Planting EA $1.50 7,332 $10,998.00 F-4 Mulch estimate $30,000.00 F-5 Irrigation estimate SF $0.15 204,000 $30,600.00 TOTAL $141,476.00 Q.Grady Minor&Associates G:l Engineering\PROD-ENGOMWSAMDP\03PPL AmendlOPC\OP' ' 7 of 11 Packet Page -496- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 2 SCHEDULE "B" PAVING Roadway construction complete per the plans and County specifications including stabilized subgrade, stabilized shoulder, limerock base, tack coat, asphaltic concrete, required testing by an independent laboratory, roadside fill and grading for full width of right-of-way and easements, finish grading, seeding and mulch. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE B-I 12"Stabilized Subgrade SY $2.00 12,210 $24,420.00 13-2 6"Limerock Base(Compacted and Primed) SY $6.00 9,800 $58,800.00 B-3 3/4"Aphaltic Concrete Type S-III(1st Lift) SY $4.00 9,800 $39,200.00 B-4 3/4"Aphaltic Concrete Type S-IIl(2nd Lift) SY $5.00 9,800 $49,000.00 B-5 Valley Gutter LF $8.00 7,330 $58,640.00 13-6 Type"A"Curb LF $12.00 0 $0.00 B-7 Type"F"Curb LF $12.00 610 $7,320.00 B-8 5'Concrete Sidewalk 4"Thick LF $18.00 3,820 $68,760.00 B-9 Handicap Curb Ramps-All Types EA $600.00 2 $1,200.00 B-10 Concret Flume EA $600.00 0 $0.00 B-11 Sodding(4'Back of Curb) SY $1.50 3,260 $4,890.00 B-12 Signing&Pavement Markings LS $1,000.00 1 $1,000.00 B-13 Street Lights-FPL Provide and Install EA $1,000.00 28 $28,000.00 B-14 Set PRM's LS $2,990.00 1 $2,990.00 B-15 Set PCP's LS $2,000.00 1 $2,000.00 B l6 Remove Paved Stubout and Install Sidewalk and LS $5,000.00 0 $0.00 Curb/Gutter Remove Pavement, Sidewalk and Curb/Gutter at B-17 Project Entrance. Install Sidewalk and Curb LS $5,000.00 0 $0.00 Ramps B 18 Remove and Replace Asphalt Path for CS-1 LS $3,000.00 0 $0.00 Outfall Pipe TOTAL $346,220.00 Q.Grady Minor&Associates G:1Engineering\PROD-ENGi1MWSA106DP\03PPL AmendlOPC\OPr,a....,,.el...ft.,* •Insa no,n 8 of 11 Packet Page-497- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 2 SCHEDULE "C" WASTEWATER COLLECTION Includes furnishing and handling of all required materials,joint restraint, thrust blocks, connections to . other pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in roadway areas, pressure testing, flushing, clean-up including resodding areas previously sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items necessary to complete the system and provide the Owner, FDEP and County with a complete working wastewater collection system as shown on the drawings and specified in these contract documents. Cut ranges are measured from profile grade line to invert of the pipe or manhole. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE C-1 8"Gravity PVC-SDR 26(0-6'Cut) LF $28.00 1,513 $42,364.00 C-2 8"Gravity PVC-SDR 26(6-8'Cut) LF $33.00 626 $20,658.00 C-3 8"Gravity PVC-SDR 26(8-10'Cut) LF $45.00 538 $24,210.00 C-4 8"Gravity PVC-SDR 26(10-12'Cut) LF $60.00 1,217 $73,020.00 C-5 8"Gravity PVC-SDR 26(>12'Cut) LF $80.00 0 $0.00 C-6 Television Inspection LF $3.00 3,894 $11,682.00 C-7 Manhole 4'Diameter(0-6') EA $5,000.00 8 $40,000.00 C-8 Manhole 4'Diameter(6-8') EA $5,500.00 8 $44,000.00 C-9 Manhole 4'Diameter(8-10') EA $6,500.00 2 $13,000.00 C-10 Manhole 4'Diameter(10-12') - EA $8,000.00 0 $0.00 C-11 Manhole 4'Diameter(>12'Cut) EA $12,000.00 0 $0.00 C-I2 6" Single Sewer Service EA $800.00 7 $5,600.00 C-13 6"Double Sewer Service EA $900.00 58 $52,200.00 C-14 6"PVC Force Main(C900,DR 18) LF $20.00 0 $0.00 C-15 6" PVC Force Main(C900,DR 14) LF $23.00 0 $0.00 C-16 Air Release Combination Assembly EA $6,000.00 0 $0.00 C-17 Pump Station EA $210,000.00 0 $0.00 C-18 Remove Existing 8"force main Stub-out EA $2000.00 0 $0.00 &Relocate 8"Plug Valve ' TOTAL $326,734.00 Q. Grady Minor&Associates G:lEngineeringlPROJ-ENGtW\WSAlo6DP\03PPL AmendlOPC\OP'a...o.,' "e..4 9111A no 1n 9 of 11 • Packet Page-498- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 2 SCHEDULE "D" POTABLE WATER DISTRIBUTION Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other pipelines, all excavation(including rock and over-excavation if necessary), dewatering, bedding material (if necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in roadway areas, pressure testing, disinfecting pipelines, flushing, clean-up including resodding areas previously sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items necessary to complete the system and provide the Owner, FDEP and County with a complete working water distribution system as shown on the drawings and specified in these contract documents. Lineal foot price of the pipe is to include the cost of all required fittings. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE D-1 8"PVC Main(C-900,DR 18) LF $22.00 4,060 $89,320.00 D-2 8"PVC Main(C-900,DR 14) LF $25.00 80 $2,000.00 D-3 8"Gate Valve with Box EA $1,300.00 8 $10,400.00 D-4 Fire Hydrant Assembly Complete EA $4,000.00 9 $36,000.00 D-5 Single Water Service EA $600.00 27 $16,200.00 D-6 Double Water Service EA $800.00 48 $38,400.00 D-7 2"Water Service to Rec Center EA $2,000.00 0 $0.00 D-8 Permanent Bacterial Sample Point EA $2,000.00 0 $0.00 D-9 Automatic Flushing Device EA $4,000.00 3 $12,000.00 D-10 Connect to Exist Main EA $2,000.00 3 $6,000.00 D-I 1 Temporary Blow-off EA $1,000.00 3 $3,000.00 TOTAL $213,320.00 Q. Grady Minor&Associates 10 of 11 G:\Engineering\PROD-ENG\W\WSAl06DP\03PPL AmendlOPClOpr'e.,.>n.+�„An+ 9n1S na In Packet Page-499- 11/10/2015 16.A.12. WARM SPRINGS AMENDMENT ENGINEER'S OPINION OF PROBABLE COST 9/10/2015 PHASE 2 SCHEDULE "E" STORM DRAINAGE Includes furnishing and handling of all required materials, dewatering, bedding material (if necessary), rock removal and disposal off-site (if necessary), installation, backfilling, compaction, compaction testing in road-way areas, final grading, coordinating with other contractors and utility companies,flushing, clean-up,seeding, sodding of all areas disturbed by construction, repair of any damage caused by construction and other items necessary to complete the system and provide the Owner, County and/or FDOT with a complete working drainage system as shown on the drawings and specified on these contract documents. Pipe measurement is to the center of the structures. UNIT TOTAL ITEM DESCRIPTION UNIT PRICE QUANTITY PRICE E-1 15"RCP LF $35.00 830 $29,050.00 E-2 18"RCP LF $44.00 398 $17,512.00 E-3 24"RCP LF $60.00 575 $34,500.00 E-4 30"RCP LF $80.00 0 $0.00 E-5 36"RCP LF $95.00 0 $0.00 E-6 Throat Inlet Type I EA $2,500.00 0 $0.00 E-7 Valley Gutter Inlet EA $2,800.00 10 $28,000.00 E-8 Type C Inlet EA $2,000.00 5 $10,000.00 E-9 Junction Box EA $2,500.00 1 $2,500.00 E-10 15"FES EA $1,000.00 0 $0.00 E-11 18"FES EA $1,200.00 2 $2,400.00 E-12 24"FES EA $1,500.00 3 $4,500.00 13-13 30"FES EA $2,000.00 0 $0.00 E-I4 36"FES EA $2,500.00 0 $0.00 E-15 Control Structure EA $5,000.00 0 $0.00 E 16 Bubble Up Structure Including EA $4,000.00 0 $0.00 Rip Rap E-17 10"HDPE Yard Drain Pipe LF $11.00 2,555 $28,105.00 E-18 12"HDPE Yard Drain Pipe LF $13.00 890 $11,570.00 E-19 Yard Drain Inlet EA $330.00 32 $10,560.00 E-20 HDPE FES with Rip-Rap EA $500.00 0 $0.00 E-21 Remove Exist 36"IVIES(TF 98) LS $500.00 0 $0.00 E-22 Remove Inlet Top(TF 18), LS $2,200.00 0 $0.00 Replace with MH Top Type 8 TOTAL $178,697.00 Q. Grady Minor&Associates G:\Engineering\PROD-ENGIWIWSA\oeDP103PPL Amend\OPC\OPC Amendment 2015.09.10 11 of 11 Packet Page-500-