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HomeMy WebLinkAboutCAG2019-212 - Original - Scarsella Bros, Inc. - Green River Natural Resource Area (GRNRA) Storm Water Force Main - 04/15/2019 �11T Records Management Document CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-85 -5 25. Scarsella Bros., Inc. Vendor Name: I Vendor Number (JDE): 3`+644 Contract Number (City Clerk): �i3'p�0/1 d 1;, Category: Contract Agreement Sub-Category (if applicable): None Green River Natural Resource Area Storm Water Force Mair Project Name: Mayor's signaturE 70 working days Contract Execution Date: Termination Date: Contract Manager: Abdulnaser Almaroof Department: PW: Engineering Contract Amount: $1 ,7871833.30 Budgeted: ✓❑ Grant? Part of NEW Budget: Local: State: Federal: Related to a New Position: 1-1 Basis for Selection of Contractor? Bid Approval Authority: Director1-1 Mayor ❑✓ City Council Other Details: Install a_new, storm water force main pipe to connect with proposed pump station on W James St. 40 * KENT WAS M11 1 N GTO N DATE: April 2, 2019 TO: Kent City Council SUBJECT: Green River Natural Resource Area Storm Water Force Main Project Bid - Award MOTION: Award the Green River Natural Resource Area Storm Water Force Main Project to Scarsella Brothers, Inc. in the amount of $1,787,833.30 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project will install a new, 30-inch diameter, storm water force main pipe to connect with the proposed pump station on West James Street. This new system will convey storm water from the existing channel along 64th Avenue South to the Green River. The project will increase the storm water storage capacity of the Green River Natural Resource Area (GRNRA) by reducing the storm water flows that are currently conveyed to the GRNRA along the 64th Avenue South channel. The bid opening for the Green River Natural Resource Area Storm Water Force Main Project was held on March 26, 2019 with ten bids received. The lowest responsible and responsive bid was submitted by Scarsella Brothers, Inc. in the amount of $1,787,833.30. Bid Tab Summary 01. Scarsella Bros., Inc. $1,787,833.30 02. Pacific Civil & Infrastructure $1,808,898.30 03. Northwest Cascade, Inc. $2,000,501.80 04. Active Construction Inc. $2,042,042.00 05. Road Construction Northwest, Inc. $2,125,965.88 06. Marshbank Construction, Inc. $2,129,288.70 07. R. W. Scott Construction Co. $2,156,335.50 08. Rino Construction $2,206,198.50 09. R. L. Alia Company $2,214,465.00 10. Kar-Vel Construction $2,272,838.70 Engineer's Estimate $2,104,003.00 BUDGET IMPACT: The project will be paid for using budgeted Storm Drainage Funds, SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure ATTACHMENTS: 1. GRNRA Storm Water Force Main Bid Tab (PDF) C 1 TY OF KENT KING COUNTY, WASH I NGTON KENT SPEC I AL PROV 1 S I ONS FOR Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17 -3012 .2 B I DS ACCEPTED UNT 1 L BID OPENING March 26, 2019 March 26, 2019 10:45 A.M. 11 :00 A.M. DELIVER TO C I TY OF KENT, C I TY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 40 KENT WAS HI NGTON PUBLIC WORKS DEPARTMENT Timothy 3. LaPorte, P.E. Public Works Director 104 400 West Gowe Kent, WA 98032 1117110,00 KENT Fax: 253 856-65500 WASHINGTON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 ADDENDUM No. 1 March 21, 2019 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED Appendix 9 - Prevailing Wage Rates REPLACE the prevailing wage rates with the attached revised wage rates. END OF ADDENDUM No. 1 C1 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Appendix 9 - Prevailing Wage Rates 0 rn c v Y 0 Mayor Dana Ralph_ Page 1 of 15 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 03/26/2019 County Trade Job Classification Wa a Holida Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1H King Boilermakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King Building Service Employees Janitor $24.63 5S 2F King Building Service Employees Traveling Waxer/Shampooer $25.08 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $28.13 5S 2F King Building Service Employees Window Cleaner (Scaffold) $29.03 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $60.04 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $60.04 5D 4C King Carpenters Carpenter $60.04 5D 4C King Carpenters Carpenters on Stationary Tools $60.17 5D 4C King Carpenters Creosoted Material $60.14 5D 4C King Carpenters Floor Finisher $60.04 5D 4C King Carpenters Floor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cement Masons Journey Level $60.07 7A 41J King Divers Et Tenders Belt/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $76.33 5D 4C King Divers Et Tenders Diver $113.60 5D 4C 8V King Divers Et Tenders Diver On Standby $71.33 5D 4C King Divers Et Tenders Diver Tender $64.71 5D 4C King Divers Et Tenders Manifold Operator $64.71 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Et Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle Tender $60.29 5A 4C King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 King Drywalt Applicator Journey Level $58.48 SD 1H Page 2 of 15 King Drywall Tapers Journey Level - King Electrical Fixture Maintenance Journey Level $59.32 5P 1 E Workers $30.59 5L 1E King Electricians - Inside Cable Splicer King Electricians - Inside Cable S $81.32 7C 4E Splicer (tunnel) $87.37 7C 4E King Electricians - Inside Certified Welder $78.55 7C 4E King Electricians Inside Certified Welder (tunnel) $84.34 7C 4E King Electricians - Inside Construction Stock Person $41.49 7C 4E King Electricians - Inside Journey Level $75.80 7C 4E King Electricians - Inside Journey Level (tunnel) $81.32 7C 4E King Electricians Motor Shop Journey Level $45.08 5A 1 B King Etectricians - Powerline Cable Splicer Construction $79.60 5A 4D King Electricians - Powerline Certified Line Welder $72.98 5A 4D Construction - - King Electricians - Powerline Groundperson $47.94 5A 4D Construction - - King Electricians - Powerline Heavy Line Equipment Operator $72.98 5A 4D Construction - - King Electricians - Powertine Journey Level Lineperson $72.98 5A 4D Construction - - King Electricians - Powerline Line Equipment Operator $62.06 5A 4D Construction - - King Electricians - Powerline Meter Installer $47.94 5A 4D 8W Construction King Electricians - Powertine Pole Sprayer $72.98 5A 4D Construction - - King Electricians - Powerline Powderperson $54.55 5A 4D Construction - King Electronic Technicians Journey Level $50.57 7E 1 E King Elevator Constructors Mechanic $94.22 7D 4A King Elevator Constructors Mechanic In Charge $101.73 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory Work $18.25 5B 1R Products Only I - - King Fence Erectors Fence Erector $41.451 7A 31 King Fence Erectors Fence Laborer $41.45 7A 31 King Ftag ers Journey Level $41.45 7A 31 King Glaziers Journey Level $64.56 7L 1y King Heat Et Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers - - King Heating Equipment Mechanics Journey Level $82.51 7F 1 E King Hod Carriers Et Mason Tenders Journey Level $50.42 7A 31 King Industrial Power Vacuum Cleaner Journey Level $12.00 1 King Inland Boatmen Boat Operator $61.411 5B 1 K King Inland Boatmen Cook $56.48 5B 1 K King Inland Boatmen Deckhand $57.48 5B 1 K King Inland Boatmen Deckhand Engineer $58.81 5B 1 K King Inland Boatmen Launch Operator $58.89 5B 1 K King Inland Boatmen Mate $57.31 56 1 K King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer Operator $31.49 1 Sewer Et Water Systems By Remote Control https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Nage .5 or i7 King Inspection/Cleaning/Sealing Of Grout Truck Operator $12.00 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning,/Sealing Of Head Operator $24.91 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $60.04 5D 4C King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $48.90 7A 31 King Laborers Airtrac Drill Operator $50.42 7A 31 King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker $50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 King Laborers Cement Finisher Tender $48.90 7A 31 King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 King Laborers Chuck Tender $48.90 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute Operator $49.81 7A 31 King Laborers Concrete Form Stripper $48.90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core Driller $49.81 7A 31 King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers Demolition: Wrecking Et Moving $48.90 7A 31 (incl. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A 31 King Laborers Drill Operator (hydraulic,diamond) $49.81 7A 31 King Laborers Dry Stack Walls $48.90 7A 31 King Laborers Dump Person $48.90 7A 31 King Laborers Epoxy Technician $48.90 7A 31 King Laborers Erosion Control Worker $48.90 7A 31 King Laborers Faller Et Bucker Chain Saw $49.81 7A 31 King Laborers Fine Graders $48.90 7A 31 King Laborers Firewatch $41.45 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 King Laborers Page 4 of 15 Form Setter $48.90 7A 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker Et Transit Person $50.42 7A 31 King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including Post $49.81 7A 31 Tension Beams King Laborers Guardrail Erector $48.90 7A 31 King Laborers Hazardous Waste Worker (level A) $50.42 7A 31 King Laborers Hazardous Waste Worker (level B) $49.811 7A 31 King Laborers Hazardous Waste Worker (level C) $48.90 7A 31 King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers Laserbeam Operator $49.81 7A 31 King Laborers Maintenance Person $48.90 7A 31 King Laborers Manhole Builder mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 King Laborers Motorman-dinky Locomotive $49.81 7A 31 King Laborers Nozzleman (concrete Pump, Green $49.81 7A 31 Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $49.81 7A 31 King Laborers Pilot Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King Laborers Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48.90 7A 31 King Laborers Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller - Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.811 7A 31 King Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Rodder $49.81 7A 31 King Laborers Scaffold Erector $48.90 7A 31 King Laborers Scale Person $48.90 7A 31 King Laborers Slope (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers $49.81 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 5 of 15 Tamper Et Similar Electric, Air Et Gas Operated Tools King Laborers Tamper (multiple Et Self-propelled) $49.81 7A 31 King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborers Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 King Laborers Track Liner (power) $49.81 7A 31 King Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44.33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 King Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 8�C Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 8� Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 8� Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 88 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 8S Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 8� Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 88 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 Tender King Laborers Tunnel Work-Miner $50.52 7A 31 8�( King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.90 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point Laborer $49.81 7A 31 King Laborers Window Washer/cleaner $37.67 7A 31 King Laborers - Underground Sewer Et General Laborer Et Topman $48.90 7A 31 Water King Laborers - Underground Sewer Et Pipe Layer $49.81 7A 31 Water King Landscape Construction Landscape Laborer $37.67 7A 31 King Landscape Construction Landscape Operator $63.76 7A 3K 8X King Landscape Maintenance Groundskeeper $17.87 1 King Lathers Journey Level $58.48 5D 1 H King Marble Setters Journey Level $57.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (in Shop) Laborer $12.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (in Shop) Painter $12.00 1 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 King Metal Fabrication (In Shop) Welder Page 6 of 15 King Millwright $15.48 1 Journey Level $61.54 5D 4C King Modular Buildin s Cabinet Assembly $12.00 1 King Modular Buildings Electrician $12.00 1 King Modular Buildin s Equipment Maintenance $12.00 1 King Modular Buildings Plumber $12.00 1 King Modular Buildings Production Worker $12.00 1 King Modular Buildings Tool Maintenance $12.00 1 King Modular Buildings Utility Person $12.00 1 King Modular Buildings Welder $12.00 1 King Painters Journey Level $42.50 6Z 2B King Pite Driver Crew Tender/Technician $64.71 5D 4C King Pile Driver Hyperbaric Worker - Compressed Air $74.87 5D 4C Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $79.87 5D 4C Worker 30.01 - 44.00 PSI - King Pile Driver Hyperbaric Worker - Compressed Air $83.87 5D 4C Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $88.87 5D 4C Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $91.37 5D 4C Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $96.37 5D 4C Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $98.37 5D 4C Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $100.37 5D 4C Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker Compressed Air $102.37 5D 4C Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $60.29 5D 4C King Pile Driver Manifold Operator (LST) $69.71 5D 4C King Plasterers Journey Level $56.54 7� 1R King Playground Et Park Equipment Journey Level $12.00 1 Installers - King Plumbers Et Pipefitters Journey Level $85.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $64.83 7A 3K 8X King Power Equipment Operators Assistant Engineer $60.98 7A 3K 8X King Power Equipment Operators Barrier Machine (zipper) $64.26 7A 3K 8X King Power Equipment Operators Batch Plant Operator: concrete $64.26 7A 3K 8X King Power Equipment Operators Bobcat $60.98 7A 3K 8X King Power Equipment Operators Brokk - Remote Demolition $60.98 7A 3K 8X Equipment King Power Equipment Operators Brooms $60.98 7A 3K 8X King Power Equipment Operators Bump Cutter $64.26 7A 3K 8X King Power Equipment Operators Cableways $64.83 7A 3K 8X King Power Equipment Operators Chipper $64.26 7A 3K 8X King Power Equipment Operators Compressor $60.98 7A 3K 8X King Power Equipment Operators Concrete Finish Machine - Laser $60.98 7A 3K 8X Screed King Power Equipment Operators Concrete Pump - Mounted Or Trailer $63.76 7A 3K 8X High Pressure Line Pump, Pump High Pressure https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page / of 15 King Power Equipment Operators Concrete Pump: Truck Mount With $64.83 7A 3K 8X Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount With $64.26 7A 3K 8X Boom Attachment Up To 42m King Power Equipment Operators Conveyors $63.76 7A 3K 8X King Power Equipment Operators Cranes friction: 200 tons and over $66.80 7A 3K 8X King Power Equipment Operators Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X With Attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' $66.15 7A 3K 8X of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or 300' of $66.80 7A 3K 8X boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X Under King Power Equipment Operators Cranes: Friction cranes through 199 $66.15 7A 3K 8X tons King Power Equipment Operators Cranes: through 19 tons with $63.76 7A 3K 8X attachments, A-frame over 10 tons King Power Equipment Operators Crusher $64.26 7A 3K 8X King Power Equipment Operators Deck Engineer/Deck Winches $64.26 7A 3K 8X (power) King Power Equipment Operators Derricks, On Building Work $64.83 7A 3K 8X King Power Equipment Operators Dozers D-9 Et Under $63.76 7A 3K 8X King Power Equipment Operators Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Crane Mount King Power Equipment Operators Drilling Machine $65.48 7A 3K 8X King Power Equipment Operators Elevator And Man-lift: Permanent $60.98 7A 3K 8X And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $64.26 7A 3K 8X Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Attachments King Power Equipment Operators Grade Engineer: Using Blue Prints, $64.26 7A 3K 8X Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $60.98 7A 3K 8X King Power Equipment Operators Guardrail Punch $64.26 7A 3K 8X King Power Equipment Operators Hard Tail End Dump Articulating $64.83 7A 3K 8X Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump Articulating $64.26 7A 3K 8X Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill Locator $63.76 7A 3K 8X King Power Equipment Operators Horizontal/Directional Drill $64.26 7A 3K 8X Operator King Power Equipment Operators Hydralifts/Boom Trucks Over 10 $63.76 7A 3K 8X Tons https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/21/2019 King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons Page 8 of 15 And Under $60.98 7A 3K 8X King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8X King Power Equipment Operators Loader, Overhead, 6 Yards. But Not $64.83 7A Including 8 Yards 3K 8X King Power Equipment Operators Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X King Power Equipment Operators Loaders, Plant Feed $64.26 7A 3K 8X King Power Equipment Operators Loaders: Elevating Type Belt $63.76 7A 3K 8X King Power Equipment Operators Locomotives, All $64.26 7A 3K 8X King Power Equipment Operators Material Transfer Device $64.26 7A 3K 8X King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per $65.48 7A 3K 8X Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $64.83 7A 3K 8X King Power Equipment Operators Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower Distribution $60.98 7A 3K 8X Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists Elevators And ( $63.76 7A 3K 8X Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X And Over King Power Equipment Operators Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Through 99 Tons King Power Equipment Operators Pavement Breaker $60.98 7A 3K 8X King Power Equipment Operators Pile Driver (other Than Crane $64.26 7A 3K 8X Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X King Power Equipment Operators Posthole Digger, Mechanical $60.98 7A 3K 8X King Power Equipment Operators Power Plant $60.98 7A 3K 8X King Power Equipment Operators Pumps - Water $60.98 7A 3K 8X King Power Equipment Operators Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X King Power Equipment Operators Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On Rubber $64.83 7A 3K 8X Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $60.98 7A 3K 8X King Power Equipment Operators Rigger/Signal Person, Bellman $63.76 7A 3K 8X (Certified) King Power Equipment Operators Rollagon $64.83 7A 3K 8X King Power Equipment Operators Roller, Other Than Plant Mix $60.98 7A 3K 8X King Power Equipment Operators Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Materials King Power Equipment Operators Roto-mill, Roto-grinder $64.26 7A 3K 8X King Power Equipment Operators Saws - Concrete $63.76 7A 3K 8X King Power Equipment Operators Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $63.76 7A 3K 8X King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X And Over King Power Equipment Operators Service Engineers - Equipment $63.76 7A 3K 8X King Power Equipment Operators Shotcrete/Gunite Equipment $60.98 7A 3K 8X https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/21/2019 Page 9of15 King Power Equipment Operators Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X 90 Metric Tons King Power Equipment Operators Slipform Pavers $64.83 7A 3K 8X King Power Equipment Operators Spreader, Topsider Et Screedman $64.83 7A 3K 8X King Power Equipment Operators Subgrader Trimmer $64.26 7A 3K 8X King Power Equipment Operators Tower Bucket Elevators $63.76 7A 3K 8X King Power Equipment Operators Tower Crane Up To 175' In Height $65.48 7A 3K 8X Base To Boom King Power Equipment Operators Tower Crane: over 175' through $66.15 7A 3K 8X 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in height $66.80 7A 3K 8X from base to boom King Power Equipment Operators Transporters, All Track Or Truck $64.83 7A 3K 8X Type King Power Equipment Operators Trenching Machines $63.76 7A 3K 8X King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X And Over King Power Equipment Operators Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Tons King Power Equipment Operators Truck Mount Portable Conveyor $64.26 7A 3K 8X King Power Equipment Operators Welder $64.83 7A 3K 8X King Power Equipment Operators Wheel Tractors, Farmall Type $60.98 7A 3K 8X King Power Equipment Operators Yo Yo Pay Dozer $64.26 7A 3K 8X King Power Equipment Operators- Asphalt Plant Operators $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Bobcat $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $60.98 7A 3K 8X Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Cableways $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Chipper $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Compressor $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - Laser $60.98 7A 3K 8X Underground Sewer a Water Screed https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 10 of 15 King Power Equipment Operators Concrete Pump - Mounted Or Trailer Underground Sewer Et Water High Pressure Line Pump, Pump $63.76 7A 3K gX High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount With $64.83 7A 3K Underground Sewer Et Water Boom Attachment Over 42 M 8X King Power Equipment Operators- Concrete Pump: Truck Mount With $64.26 7A 3K gX Underground Sewer Et Water Boom Attachment Up To 42m King Power Equipment Operators- Conveyors Underground Sewer Et Water $63.76 7A 3K 8X King Power Equipment Operators- Cranes friction: 200 tons and over $66.80 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X Underground Sewer Et Water or 150' of boom (including jib with — — attachments) King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X Underground Sewer Et Water With Attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' $66.15 7A 3K 8X Underground Sewer Et Water of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' of $66.80 7A 3K 8X Underground Sewer Et Water boom including jib with — attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X Underground Sewer Et Water Under 150' Of Boom (including Jib — With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X Underground Sewer Et Water Under — King Power Equipment Operators- Cranes: Friction cranes through 199 $66.15 7A 3K 8X Underground Sewer Et Water tons King Power Equipment Operators- Cranes: through 19 tons with $63.76 7A 3K 8X Underground Sewer Et Water attachments, A-frame over 10 tons King Power Equipment Operators- Crusher $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $64.26 7A 3K 8X Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $64.83 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Dozers D-9 Et Under $63.76 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Underground Sewer Et Water Crane Mount — King Power Equipment Operators- Drilling Machine $65.48 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Elevator And Man-lift: Permanent $60.98 7A 3K 8X Underground Sewer Et Water And Shaft Type — King Power Equipment Operators- Finishing Machine, Bidwell And $64.26 7A 3K 8X Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X Underground Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Underground Sewer Et Water Attachments — King Power Equipment Operators- Grade Engineer: Using Blue Prints, $64.26 7A 3K 8X Underground Sewer Et Water Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $60.98 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Guardrail Punch $64.26 7A 3K 8X Underground Sewer a Water — https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 11 of 15 King Power Equipment Operators- Hard Tail End Dump Articulating $64.83 7A 3K 8X Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating $64.26 7A 3K 8X Underground Sewer Et Water Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill Locator $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Horizontal/Directional Drill $64.26 7A 3K 8X Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/Boom Trucks Over 10 $63.76 7A 3K 8X Underground Sewer Et Water Tons King Power Equipment Operators- Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X Underground Sewer Et Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not $64.83 7A 3K 8X Underground Sewer Et Water Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per $65.48 7A 3K 8X Underground Sewer Et Water Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower Distribution $60.98 7A 3K 8X Underground Sewer Et Water Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators And $63.76 7A 3K 8X Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Underground Sewer Et Water Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Underground Sewer Et Water Through 99 Tons King Power Equipment Operators- Pavement Breaker $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $64.26 7A 3K 8X Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Power Plant $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $60.98 7A 3K 8X Underground Sewer Et Water https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 King jPower Equipment Operators Page 12 of 15 Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Underground Sewer Et Water Feet In Height Based To Boom $60.98 7A 3K gX King Power Equipment Operators- Remote Control Operator On Rubber $64.83 7A 3K Underground Sewer Et Water Tired Earth Moving Equipment — 8X King Power Equipment Operators- Rigger and Bellman Underground Sewer Et Water $60.98 7A 3K gX King Power Equipment Operators- Rigger/Signal Person, Bellman Underground Sewer Et Water (Certified) $63.76 7A 3K 8X King Power Equipment Operators- Rollagon $64.83 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Roller, Other Than Plant Mix $60.98 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Underground Sewer Et Water Materials — King Power Equipment Operators- Roto-mill, Roto-grinder $64.26 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Saws - Concrete $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Underground Sewer Et Water Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Service Engineers - Equipment $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Shotcrete/Gunite Equipment $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X Underground Sewer Et Water 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X Underground Sewer Et Water 90 Metric Tons — King Power Equipment Operators- Slipform Pavers $64.83 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Spreader, Topsider Et Screedman $64.83 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Subgrader Trimmer $64.26 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Tower Bucket Elevators $63.76 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Tower Crane Up To 175' In Height $65.48 7A 3K 8X Underground Sewer Et Water Base To Boom — King Power Equipment Operators- Tower Crane: over 175' through $66.15 7A 3K 8X Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in height $66.80 7A 3K 8X Underground Sewer Et Water from base to boom — King Power Equipment Operators- Transporters, All Track Or Truck $64.83 7A 3K 8X Underground Sewer a Water Type https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 13 of 15 King Power Equipment Operators- Trenching Machines $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Underground Sewer Et Water Tons King Power Equipment Operators- Truck Mount Portable Conveyor $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Welder $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $64.26 7A 3K 8X Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers King Power Line Clearance Tree Spray Person $47.37 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.57 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King Refrigeration Et Air Conditioning Journey Level $81.01 6Z 1 G Mechanics King Residential Brick Mason Journey Level $57.32 5A 1M King Residential Carpenters Journey Level $45.05 5D 4C King Residential Cement Masons Journey Level $60.07 7A 4U King Residential Drywall Applicators Journey Level $45.05 5D 4C King Residential Drywall Tapers Journey Level $45.19 5P 1 E King Residential Electricians Journey Level $39.81 5Q 20 King Residential Glaziers Journey Level $43.00 7L 1 H King Residential Insulation Applicators Journey Level $45.05 5D 4C King Residential Laborers Journey Level $36.68 7A 1 H King Residential Marble Setters Journey Level $57.32 5A 1M King Residential Painters Journey Level $42.50 6Z 2B King Residential Plumbers Et Pipefitters Journey Level $51.37 5A 1 G King Residential Refrigeration Et Air Journey Level $51.37 5A 1G Conditioning Mechanics King Residential Sheet Metal Workers Journey Level (Field or Shop) $50.01 7F 1 R King Residential Soft Floor Lavers Journey Level $49.43 5A 3J King Residential Sprinkler Fitters (Fire Journey Level $48.18 5C 2R Protection) King Residential Stone Masons Journey Level $57.32 5A 1M King Residential Terrazzo Workers Journey Level $52.61 5A 1M King Residential Terrazzo/Tile Finishers Journey Level $43.44 5A 1 B King Residential Tile Setters Journey Level $52.61 5A 1M King Roofers Journey Level $51.52 5A 3H King Roofers Using Irritable Bituminous Materials $54.52 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1E King Shipbuilding Et Ship Repair New Construction Boilermaker $36.36 7V 1 King Shipbuilding Et Ship Repair INew Construction Carpenter $36.36 7V 1 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 14 of 15 King Shipbuilding Et Ship Repair New Construction Crane Operator $36.361 7V 1 King Shipbuilding Et Ship Repair lNew Construction Electrician $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Heat Et Frost $73.58 5J 4H Insulator - King Shipbuilding Et Ship Repair New Construction Laborer $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Machinist $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Operating $36.36 7V 1 Engineer - - King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Pipefitter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Rigger $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Sheet Metal $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Shipfitter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction $36.36 7V 1 Warehouse/Teamster - King Shipbuilding Et Ship Repair New Construction Welder / Burner $36.36 7V 1 King Shipbuilding §LShip Repair Ship Repair Boilermaker $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Carpenter $44.95 7X 41 King Shipbuilding Et Ship Repair Ship Repair Crane Operator $44.06E7X Y 4K King Shipbuilding Et Ship Repair Ship Repair Electrician $44.95 4J King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $73.58 5J 4H King Shipbuilding Et Ship Repair Ship Repair Laborer $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Machinist $44.951 7X 4J King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $44.061 7Y 4K King Shipbuilding Et Ship Repair Ship Repair Painter $44.951 7X 4J King Shipbuilding Et Ship Repair Ship Repair Pipefitter $44.951 7X 4J King Shipbuilding Et Ship Repair Ship Repair Rigger $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $44.951 7X 4J King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Warehouse / Teamster $44.06 7Y 4K King Sign Makers Et Installers (Electrical) Journey Level $49.70 0 1 King Sign Makers Et Installers (Non- Journey Level $31.52 0 1 Electrical - - King Soft Floor Layers Journey Level $49.43 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $78.39 5C 1X King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) - King Stone Masons Journey Level $57.32 5A 1M King Street And Parking Lot Sweeper Journey Level $19.09 1 Workers - King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Chainman $58.93 7A 3C 8P King Surveyors Construction Site Surveyor $63.76 7A 3K 8X King Telecommunication Technicians Journey Level $50.57 7E 1 E King Telephone Line Construction - Cable Splicer $41.22 5A 2B Outside - King Telephone Line Construction - Hole Digger/Ground Person $23.12 5A 2B Outside - King Telephone Line Construction - Installer (Repairer) $39.53 5A 2B Outside - https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 3/21/2019 Page 15 of 15 King Telephone Line Construction - Special Aparatus Installer 1 $41.22 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $40.41 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $41.22 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.36 5A 2B Outside King Telephone Line Construction - Television Groundperson $21.92 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $29.13 5A 2B Outside King Telephone Line Construction - Television System Technician $34.68 5A 2B Outside King Telephone Line Construction - Television Technician $31.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $38.36 5A 2B Outside King Terrazzo Workers Journey Level $52.61 5A 1M King Tile Setters Journey Level $52.61 5A 1M King Tile, Marble Et Terrazzo Finishers Finisher $43.44 5A 1 B King Traffic Control Stripers Journey Level $46.23 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards $54.30 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards $53.46 5D 3A 8L King Truck Drivers Dump Truck $53.46 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $54.30 5D 3A 8L King Truck Drivers Other Trucks $54.30 5D 3A 8L King Truck Drivers - Ready Mix Booster 9 Yards and Over $52.78 5A 4T King Truck Drivers - Ready Mix Non-Booster Loads Under 9 Cubic $52.53 5A 4T Yards King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/21/2019 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid atone and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2)hours after eight(8) regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten(10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 ' Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8) hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations,generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1%)times the regular shift rate for the first eight(8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 5 ' Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 4. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve(12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve(12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine(9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays,and all work performed between the hours of midnight(12:00 AM)and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight(8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six(6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage,so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two(2)hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10)hours per day shall be paid at double the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday,the first six(6)hours work shall be paid at one and one-half times the hourly rate of wage,and all hours over(6)shall be paid double the hourly rate of wage.For work on Saturday which was assigned following the close of shift on Friday,all work shall be paid at double the hourly rate of wage. U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8) hours on Saturday may be paid the regular rate.)All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). 6 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 5. C. Holidays: New Year's Day,Presidents' Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). [. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents' Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and a Half- 7 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Day On Christmas Eve Day.(9 1/2). Holiday Codes Continued 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 8 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 ' Holiday Codes Continued 7. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day, President's Day, Independence Day,Memorial Day, Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays:New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 9 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 7. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day.If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day.(8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8)Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays:New Year's Day, Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day,and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day.(8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and the day after Christmas. 10 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes 8• D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A:$1.00, Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit:$1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit:$1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer"work(break open a cut, build road,etc.) more than one hundred fifty(150) feet above grade elevation receive an additional$0.50 per hour. 11 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 12 I NDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 Geotechnical Report Section 9 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012. 2 BIDS ACCEPTED UNTIL BID OPENING March 26, 2019 March 26,, 2019 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR WN A SIZ 31775 c' KENT WAS H IN GTQ N BIDDER'S NAME Scarsella Bros., Inc. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012. 2 BIDS ACCEPTED UNTIL BID OPENING March 26, 2019 March 26, 2019 10:45 A.M. 11 :00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT W ASH ING T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Geotechnical Report Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through March 26, 2019 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 The project consists of installing 30" OD HDPE pipe DR 21 IPS with butt-fusion joint connection in open trench with approximate total length 2,500 LF, tracer wire with PVC conduits, air release valves, junction boxes, planing bitumen 2" thick, HMA overlay, channelization, traffic loops, and other related works. The Engineer's estimated range for this project is approximately $1,900,000 - 2,100,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253- 856-5535. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.gov/do ng: business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixt (60) days after the day of bid opening. Dated this 711 day of March, 2019. BY: Ki berley A o oto, City Cle c Published in Daily Journal of Commerce on March 12 and 19, Q19. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date March 26, 2019 This statement relates to a proposed contract with the City of Kent named Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 I am the undersigned bidder or prospective contractor. I represent that - 1. I X have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Scarsella Bros., inc. NAME OF BIDDER BY: S NATURE/TITLE Bob Scarsella - Vice President P.O. Box 68697 Seattle, WA 98168 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) GRNRA Storm Water Force Main/Almaroof 1 March 11, 2019 Project Number: 17-3012.2 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agr o fu he fiv re irements referenced above. By: For: Scarsella Bros., Inc. Title: Vice President Date: March 26, 2019 GRNRA Storm Water Force Main/Almaroof 2 March 11, 2019 Project Number: 17-3012.2 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. GRNRA Storm Water Force Main/Almaroof 3 March 11, 2019 Project Number: 17-3012.2 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Green River Natural Resource Area (GRNRA) Storm Force Main/Project Number: 17- 3012.2 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment opportunity Policy that was part of the before-Illentloned contract. By: For: Title: Date: GRNRA Storm water Force Main/Almaroof 4 March 11, 2019 Project Number: 17-3012.2 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Scarsella Bros., Inc. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Green River Natural Resource Area (GRNRA) Storm Water Force Main/Project Number: 17-3012.2 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. GRNRA Storm Water Force Main/Almaroof 5 March 11, 2019 Project Number: 17-3012.2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NOQUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $/6ZOCO-00 $ /(,Z,Uoo.06 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $,5,0W.Vo $ 5t000•D0 WSDOT LUMP SUM Per LS 1010 2-02.5 2,200 Remove Existing Asphalt $ g,00 $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 70 Remove Cement Concrete $ JD,00 $ KSP SQ YDS Sidewalk/ Driveway Per SY 1025 2-02.5 230 Remove Cement Concrete $ (p� $ (r►�9's,DD KSP LN FT Curb and Gutter Per LF 1035 2-02.5 20 Remove Cement Concrete $ /. SD $ ,VV KSP LN FT Traffic Curb Per LF 1036 2-02.5 150 Remove Dual-Faced Cement $ � -s® $ 1 yS d0 KSP LN FT Conc. Traffic Curb Per LF 1040 8-09.5 1 Removal of Raised Pavement $ 3 coo, od $ 3, oocl,ao KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 1050 2-02.5 5,000 Saw Cut Existing Asphalt $ .3► S-0 $ 1I, 50p,0D KSP LN FT Concrete Pavement Per LF 1055 2-02.5 50 Saw Cut Existing Cement $ 5-W $ aTV, 00 KSP LN FT Concrete Pavement/ Driveway Per LF GRNRA Storm Water Force Main/Almaroof 6 March 11, 2019 Project Number: 17-3012.2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1060 2-03.5 10 Roadway Excavation Incl. $ *1'IO $ 41Dp,fl0 WSDOT CU YDS Haul Per CY 1075 4-03.5 50 Gravel Borrow, Including $ £1,� ' $ I KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 120 Crushed Surfacing Top $ -�)o,or $ Igo, KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 900 Crushed Surfacing Base $ �nzt` $ KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1100 5-04.5 1,400 HMA Class 1/2", PG 58V-22 $ 10 oo $ ov, 0'0 KSP TONS Per TON 1110 5-04.5 5,900 Planing Bituminous Pavement $ �, Ij $ KSP SQ YDS 2 Inch Thick Per SY 1125 5-04.5 20 Hot Plant Mix for Temporary $ J 5b,M $ 000,C'� KSP TONS Pavement Patch Per TON 1140 8-06.5 10 Cement Concrete Driveway, $/VJ- 00 $ Y'5 0 00 KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 60 Cement Concrete Sidewalk $ 97- .3-0 $ J'S50.n O KSP SQ YDS Per SY 1205 8-04.5 220 Cement Concrete Curb and $ 61 F.So $ 10- y5 o.oo KSP LN FT Gutter Per LF GRNRA Storm Water Force Main/Almaroof 7 March 11, 2019 Project Number: 17-3012.2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1210 8-04.5 20 Cement Concrete Traffic Curb $ y6.6a $ 13-goo KSP LN FT Per LF 1212 8-04.5 10 Cement Concrete Curb and $,5'a. 30 $ 503. 00 KSP LN FT Gutter, 8 Inch Depth, Per LF Reinforced 1215 8-04.5 50 Painting Traffic Curb $ 7 aZ) $ c-:) 0,o� KSP LN FT Per LF 1220 7-05.5 1 Adjust Existing Catch Basin $ - Q� ,��Q $ �Ut), KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade 1225 7-05.5 2 Adjust Existing Manhole $ ��.C $ CSC', 0D KSP EACH Frame and Cover to Finished Per EA Grade 1230 7-12.5 9 Replace Existing Valve Box $ $ to KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade Remove Existing Manhole 1235 7-05.5 1 Frame and Cover and Install $ ��' �' $ `�OC�, 01) KSP EACH New Circular Frame (Ring) Per EA and Locking Cover 1240 8-20.5 2 Adjust Existing )unction Box $ �� �� TC� $ ��,r KSP EACH to Finished Grade Per EA 1255 8-12.5 30 Remove Wooden Fence $6-, ZED $ SLR, op KSP LN FT Per LF 1275 8-12.5 30 Install New Wooden Split-Rail $ C-) C $ q00 GZ' KSP LN FT Fence Per LF GRNRA Storm Water Force Main/Almaroof 8 March 11, 2019 Project Number: 17-3012.2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1315 8-28.5 30 Pothole Utilities $ 4 Cr $� KSP EACH Per EA 1320 8-30.5 2 Project Sign Installation $ 8s1", $ KSP EACH Per EA 1325 2-01.5 1 Remove Existing Landscape $ J S?,. 06 $ ";L L',CC) KSP EACH Tree (4" to 20") Per EA 1326 2-01.5 1 Remove Existing Landscape $ Z, J-0c,. vo $ 5"00,6C) KSP EACH Tree (greater than 20") Per EA 1330 2-02.5 1 Removal of Structures and $10,000.00* $10,000.00 KSP FORCE Obstructions Per FA ACCOUNT *Common price to all bidders 1335 7-15.5 2 Temporary Relocation of KSP EACH Existing Water Meter Per EA ' Assembly 1340 5-04.5 1 Asphalt Cost Price Adjustment $10,000.00* $10,000.00 KSP CALC Per CALC *Common price to all bidders 1355 1-04.4(1) 1 Minor Changes $5,000.00* $5,000.00 WSDOT CALC Per CALC *Common price to all bidders 4170 -y16- �o Schedule I Total $ j GRNRA Storm Water Force Main/Almaroof 9 March 11, 2019 Project Number: 17-3012.2 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 4040 7-04.5 2,510 HDPE Force Main Storm Sewer $ J 85.00 $ g6yi 35o.a0 KSP LN FT Pipe, IPS, OD 30-Inch, DR 21, Per LF With Butt Fusion Joint Connection 4050 8-20.5 7 Junction Box, Type 1 $ 600 oo $ %, ZcO.ao KSP EACH Per EA 4100 7-04.5 2,750 2 Inch Diameter Schedule 80 $ 7. oo $ /9> z5,0<7 KSP LN FT PVC Conduit with Tracer Wire Per LF and Pull Rope 4150 2-09.5 22,700 Shoring or Extra Excavation $ "50 $ C`� j��, Dt, WSDOT SQ FT Class B Per SF 4155 7-08.5 400 Foundation Material, Class I $ ._ � $ KSP TONS and II Per TON 4160 2-03.5 300 Unsuitable Foundation $ ��•S $ f, 150, WSDOT CU YDS Excavation Per CY 4165 8-15.5 100 Quarry Spalls $-35-1 v $ �i Ss� • �� WSDOT TONS Per TON ($6.00 Min) 4170 7-08.5 3,000 Pipe Zone Bedding $ ZA-0 KSP TONS Per TON 4180 7-08.5 5,300 Bank Run Gravel for Trench $ �� $ j ,n() KSP TONS Backfill Per TON ($2.50 Min) 4185 7-04.5 2 Combination Air Valve $ /A KSP EACH Assembly and Enclosure Per EA GRNRA Storm Water Force Main/Almaroof 10 March 11, 2019 Project Number: 17-3012.2 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 4205 8-31.5 1 Bored or Jacked Crossing $ 1971, Jos00$ J9$, oC) KSP LUMP SUM of Existing 4'x8' Cement Per LS Concrete Box Culvert 4230 7-05.5 5 Access Tee Assembly, 12 Inch $�� �� $ Sl / 00 KSP EACH Diameter Pei EA 4235 7-05.5 5 Watertight Manhole Frame $ 5rf 5—, Ir, $ � )J_a- C KSP EACH and Locking Cover Per EA 4240 7-04.5 2 Inline Check Valve $ U� rf, $ ��� ,or KSP EACH Per EA 4250 2-12.5 750 Geotextile Fabric, Non-Woven $ J $ I/ , CL KSP SQ YDS Per SY 4255 7-04.5 1 Unidentified Utility Conflicts $5,000.00* $5,000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders 4258 7-05.5 1 Modifications to Existing 72" $�� ��, $ ��_ 61) KSP LUMP SUM Structure Per LS 4260 1-04.4(1) 1 Minor Changes $5,000.00* $5,000.00 WSDOT CALC Per CALC *Common price to all bidders Schedule IV Total $ q2ce)•00 GRNRA Storm Water Force Main/Almaroof 11 March 11, 2019 Project Number: 17-3012.2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,300 Traffic Control Labor $ LV(P.(05 $ 0(01V15.o+a KSP HOURS Per HR 5010 1-10.5 900 Construction Signs Class A $ 1e.00 $ 1 1.00.00 WSDOT SQ FT Per SF 5015 1-10.5 160 Traffic Control Supervisor $ $-1 ."v $ IAt M KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $lv,000.cx, $ fiv,000.cc, KSP LUMP SUM Devices Per LS 5030 1-10.5 250 Portable Changeable Message $ 1S5 oo $ KSP DAYS Sign (PCMS) Per DAY 5125 8-22.5 4 Plastic Traffic Arrow $ ltvo. $ l ,croo.00 WSDOT EACH Per EA 5150 8-09.5 2 Raised Pavement Marker $ 1.OV0.or, $ Z ,voo,cz7 WSDOT HUNDRED Type 2 Per HUNDRED 5160 8-10.5 44 Flexible Post $ to.00 $ "nro.ao KSP EACH Per EA 5165 8-10.5 150 Plastic Curb $ $ to ,'132..So KSP LN FT Per LF 5175 8-22.5 1,680 Profiled Plastic Double Yellow $ 5."- $ KSP LN FT Center Line Per LF GRNRA Storm Water Force Main/Almaroof 12 March 11, 2019 Project Number: 17-3012.2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5180 8-22.5 430 Profiled Plastic Wide Lane Line $5.cxo $ Z, I-60-W KSP LN FT Per LF 5185 8-22.5 2,750 Plastic Bike Lane Line $ Z' CK.;, $ 5,Soo.cu�, KSP LN FT Per LF 5190 8-22.5 9 Plastic Bike Lane Symbol with $ vi5.00 $ Z.,'t-15.co KSP EACH Arrow Per EA 5200 8-22.5 450 White Parking Stall Paint $ 5.0a $�,,2.5o.u7 KSP LN FT Stripe Per LF 5210 8-22.5 410 Plastic Dotted Bike Lane Line $y.'Av $ 2 caSo.uo KSP LN FT Per LF 5215 8-22.5 100 Plastic Double Dotted $ S.cc;, $ coo.00 KSP LN FT Extension Line Per LF 5220 8-21.5 1 Permanent Signing $ 5C-V.c0 $ -5v0..00 KSP LUMP SUM Per LS Schedule V Total $ y85,51W.'50 GRNRA Storm Water Force Main/Almaroof 13 March 11, 2019 Project Number: 17-3012.2 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-20.5 2 6 Foot Diameter Traffic Loop $ 1 ,400.00 KSP EACH Per EA 6010 8-20.5 75 Additional Lead-In Wire $ 3.c0 $ 22.5.00 KSP LN FT Per LF 6030 8-20.5 7 Junction Box, Type 2 $ 04o.ao $5,96v.cx> KSP EACH Per EA 6040 8-20.5 2,750 4 Inch Diameter Schedule $ tQ.ao $ vi 5c+c.cc;� KSP LN FT 80 PVC Conduit with Tracer Per LF Wire and Pull Rope Schedule VI Total $ 3co, ca'1-5.00 GRNRA Storm Water Force Main/Almaroof 14 March 11, 2019 Project Number: 17-3012.2 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7005 8-01.5 500 Filter Fabric Fence $S��t� $a,Sh©� nz) KSP LN FT Per LF 7015 8-01.5 15 Inlet Protection $ l,)S�—cc) $ KSP EACH Per EA 7030 8-01.5 150 ESC Lead $ 0, 01 $ ) ,5-0 KSP HOURS Per HR 7040 1-07.15(1) 1 SPCC Plan $ 1/Jnt'>C()$ ��5 .I)o WSDOT LUMP SUM Per LS 7050 8-01.5 150 Street Cleaning $ 1-SC,Off%, $ IT WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00* $10,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders Schedule VII Total $ 3Y,i3��•50 GRNRA Storm Water Force Main/Almaroof 15 March 11, 2019 Project Number: 17-3012.2 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8000 8-02.5 1 Tree Planting and Staking $ �-'p[",G)[) $ (a�iLJ, CSC KSP EACH Per EA 8005 8-02.5 180 Topsoil Type A $ SU. (V $ �/ 0oo, on KSP CU YDS Per CY 8010 8-02.5 770 Sod Installation $ /')r Ch $ 9, co WSDOT SQ YDS Per SY 8015 8-02.5 20 Wood Chip Mulch $ &0160 $ KSP CU YDS Per CY 8020 8-03.5 1 Existing Irrigation Systems $5,000.00* $5,000.00 KSP FORCE Removal, Repair and/or Per FA ACCOUNT Modification *Common price to all bidders 8025 8-02.5 1 Landscape Restoration $3,000.00* $3 000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders Schedule VIII Total $ 2.$, oAtc?•<22 GRNRA Storm Water Force Main/Almaroof 16 March 11, 2019 Project Number: 17-3012.2 BID SUMMARY �qo,-�►5 • oo Schedule I Street Schedule IV S�tg,g2o.cx:;� Storm Sewer Schedule V 5'1co.'scy Traffic Control Schedule VI �,c�,w15.C;0 Electrical Schedule VII 3F,,3'tco.ti® Temporary Erosion & Sedimentation Control Schedule VIII 24a, 04ty. ®® Roadside Restoration SUB TOTAL ► , cnZ.5,3o�.cx� 10% WA State Sales Tax Ic.2, �3®.�,ev 1 ,'i4'1,4'33.3v f✓rj TOTAL BID AMOUNT GRNRA Storm Water Force Main/Almaroof 17 March 11, 2019 Project Number: 17-3012.2 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 Subcontractor Name Item Numbers W047<7 - Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE GRNRA Storm Water Force Main/Almaroof 18 March 11, 2019 Project Number: 17-3012.2 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Scarsella Bros., Inc. Project Name: Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: N la Plumbing Subcontractor Name: rat a Electrical Subcontractor Name: 1&j4­ (,�Z6� March 26, 2019 Si ature of Bi der Date GRNRA Storm Water Force Main/Almaroof 19 March 11, 2019 Project Number: 17-3012.2 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. GRNRA Storm Water Force Main/Almaroof 20 March 11, 2019 Project Number: 17-3012.2 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Scarsella Bros., Inc. NAME: Bob Scarsella ADDRESS: P.O. Box 68697 Seattle, WA 98168 PRINCIPAL OFFICE: 8404 S. 196th Street ADDRESS: Kent, WA 98031 PHONE: (253) 872 - 7173 FAX: (253) 395 - 1209 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. See Attached. 1.2 Provide your current state unified business identifier number. 578-035-242 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington 'Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Master License Attached. Employment Security No. 219514-00-1 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under GRNRA Storm Water Force Main/Almaroof 21 March 11, 2019 Project Number: 17-3012.2 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). See Attached. 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. See Attached. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 74 Years 2.2 How many years has your organization been in business under its present business name? 62 Years 2.2.1 Under what other or former names has your organization operated? Scarsella Bros. 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 6/10/1958 2.3.2 State of incorporation: Washington 2.3.3 President's name: Not Used 2.3.4 Vice-president's name(s)A. Don Scarsella, Bob Scarsella, Gino Scarsella 2.3.5 Secretary's name: A. Don Scarsella Rick Scarsella 2.3.6 Treasurer's name: Not Used 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. GRNRA Storm Water Force Main/Almaroof 22 March 11, 2019 Project Number: 17-3012.2 WA State: SCARS1311838B City of Kent: BLC-8809640 3.2 List jurisdictions in which your organization's partnership or trade name is filed. N/A 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Clearing/grubbing, grading, drainage, sewer, water and bridge construction. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?No 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See Attached. 4.4.1 State total worth of work in progress and under contract: $438,000,000 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: $132,000,000 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Attached. 4.7 On a separate sheet, list your major equipment. See Attached. 5. REFERENCES 5.1 Trade References: NC Machinery and Mack Truck 5.2 Bank References. Banner Bank, Eric Scroggins 425-739-1069 11431 Willows Rd NE, Ste 140, Redmond, WA 98052 5.3 Surety: 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Propel Insurance, Jim Binder 206-948-3819 GRNRA Storm Water Force Main/Almaroof 23 925 Fourth Ave, Ste 3200 March 11, 2019 Project Number: 17-3012.2 Seattle, WA 98104-1159 6. FINANCING 6.1 Financial Statement. Will provide upon award of the contract. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 26th day of >larch 019. Name of Organizati ella B s. Inc By: Bob Scar ella Title: Vice President GRNRA Storm Water Force Main/Almaroof 24 March 11, 2019 Project Number: 17-3012.2 7.2 Bob Scarsella , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 26th day of March , 2019. Notary Public: r My Commission Expires: f5r• i • Zodg.-. MO o R' a�NOTARY�9�®2 N� PUBLIC = 9 OR1.2022 GRNRA Storm Water Force Main/Almaroof 25 March 11, 2019 Project Number: 17-3012.2 Department of Labor and Industries S(,*A R S F I:I.A BROS INC PO Box 44450 Olympia, 'VNIA 98504-4450 [Zeg: CC SCARSB1183138 UE41- 5'79-035-24) Re.-Istered as provided by Law as: zn Construction Colllrrlutor (CCO I) - GENT-RAL SCARSELLA BROS INC Effective Date: 1/28/1982 P 0 BOX 68697 Expirati0r) Date: 5/7/2019 SEATTLE WA 981680697 .Y. BUSINESS LICENSE STATE OF WASHINGTON J Unified Business ID#: 578035242 Business ID#: 001 Corporation4 Location: 0001 SCARSELLA BROS. INC. Expires: Jun 30, 2019 ' SCARSELLA BROS., INC. #, 8404 S 196TH ST KENT, WA 98031-1884 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE-ACTIVE TAX REGISTRATION#578-035-242 -ACTIVE CITY ENDORSEMENTS: SUMNER GENERAL BUSINESS -ACTIVE ' PORT ORCHARD GENERAL BUSINESS-ACTIVE " OLYMPIA GENERAL BUSINESS#26435-ACTIVE BELLINGHAM GENERAL BUSINESS-ACTIVE FIFE GENERAL BUSINESS - NON-RESIDENT-ACTIVE LACEY GENERAL BUSINESS#6172 -ACTIVE LICENSING RESTRICTIONS: j' Not licensed to hire minors without a Minor Work Permit. , t"�y This document lists the registrations,endorsements,and licenses authorized for the business at named above.By accepting this document,the licensee certifies the information on the application N_ Lt c was complete,true,and accurate to the best of his or her knowledge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. Director,Department of Revenue t City of Kent Business License SCARSELLA BROS INC PO BOX 68697 SEATTLE,WA 98168-0697 RECEN"ED FEB 0 5 2019 ARS; _A BROS, 1W SO ` Please tear at perforation ---------------------- ------------------------------ Per RCW 82.14 local sales BUSINESS LICENSE and use tax must be coded LICENSE MUST BE PAID ANNUALLY BY No.'1715 for all qualified JANUARY Ist TO AVOID PENALTY sales within the city of Issuance of License Does Not Imply Licensee's Kent. Compliance with State and Local Laws THIS LICENSE MUST BE POSTED IN A CONSPICUOUS PLACE.NOT TRANSFERABLE OR ASSIGNABLE 2 THIS019 NAME AND ADDRESS OF BUSINESS Cl- BLC-8809640 SCARSELLA BROS INC MAYOR 8404 S 196 ST Tax Registration The City of Kent KENT,WA 98031 Endorsement At 220 4TH AVF SO KENT,WASHINGTON 98032 Heavy-Highway 7 • Construction ' An Equal n I Opportunity Employer I S� March 26, 2019 1. STATUATORY REQUIREMENTS 1.4 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.05(3) in the past three (3) years. Should you have any questions or concerns, please feel free to call. Sincerely, ob Scarsella Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253)395-1209 AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic.#10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 WA Lic.#SCARS13I183138 Heavy-Highway Y" Construction ' ' An Equal c``P 4EX(R4�C Opportunity os A , Employer i Sa �F 4MFPF�p a� 4.4 Major Construction Projects Job: Blue Creek Bridge and Mill Creek Road Improvements Owner: Walla Walla County Public Works Engineer: Anderson Perry&Associates, Inc. Contract Amount: $9,737,717.38 Percent Complete: 25% Schedule Completion: November 2019 Job: SR 510 Interchange-Reconstruct Interchange-MP 110.14 to 112.50 Owner: Washington Department of Transportation Engineer: CH2M Contract Amount: $25,935,935.35 Percent Complete: 25% Schedule Completion: December 2019 Job: Stetson Heights Grading Owner: Stetson Heights LLC Engineer: Team 4 Engineering Contract Amount: $2,140,125.94 Percent Complete: 85% Schedule Completion: November 2018 Job: South Bellingham Siding Project Owner: Burlington Norther Railroad Engineer:Jacobs Engineering Contract Amount: $2,833,537.60 Percent Complete: 85% Schedule Completion: Deceber 2018 Job: US 101 Coffee Creek Remove Fish Barrier Project Owner: Washington Department of Transportation Engineer: Parsons Engineering Contract Amount: $13,889,997.00 Percent Complete: 0% Schedule Completion:June 2020 P.O.Box 68697 Seattle,Washington 98168-0697 Tel: (253) 872-7173 Fax: (253) 395-1209 AK Lic. #34714 AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 WA Lic.#SCARS131183138 Job: LID 363: S. 224th St. Improvements-84th Ave S to 88th Ave S Owner: City of Kent Engineer: City of Kent Public Works Department Engineering Division Contract Amount: $4,055,037.74 Percent Complete: 80% Schedule Completion:June 2020 Job: SR 99 Alaskan Way Viaduct-Replacement S Access-SR 99 Connections Owner: Washington Department of Transportation Engineer: HNTB Contract Amount: $22,583,904.00 Percent Complete: 90% Schedule Completion: February 2019 Job: Cedar Hills Regional Landfill Area 8 Refuse Facility and Area 7 Owner: King County Solid Waste Engineer: HDR Contract Amount: $32,880,253.06 Percent Complete: 95% Schedule Completion: November 2018 Job: 2017 Lora Lake Apartments MTCA Remediation Projects Owner: Port of Seattle, Engineer: CH2M Contract Amount: $9,061,465.00 Percent Complete: 80% Schedule Completion:July 2019 COMPLETED COI NSTRUCTiOti PROJECTS CONTRACT AMC}1JNT CO.MPLE;` ION DATE START DA' Sinnema Quaaie upper Revetment Reconstruction S61565,495.00 0I/17 06/22/15 Contract No. 974 15 King County, 201 S. Jackson, Ste. 600, Seaide, WA 98104-3855 Chase Baron, 206-477-4854, chase.barton@.kingcounty.gov Type of Work: Bank Revetment-Site Work(Prime), Estimated Cost of Prime Work 70% BNSF WSDOT ARR.A Task 3 Eavan I Slope Enhancement S854,652.00 12;16 08.-15/16 Contract No. 9986 Burlington Northern&- Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Ryan Chan, 206-625-6423, ry°an.chan@bnsf.com Type of Work: Embankment(Prime), Estimated Cost of Prime Work 90% Runway 16C —34C Reconstruction Project $51,844,012.I2 12`16 03/16/15 Contract No. 318 t31 Port of Seattle, 2529 So. t 94t' St., SeaTac, WA 98188 Todd Rehm, 206-787-5747, re-Lm.v@portofseattle.org Type of Work: Runway Reconstruction(Bid as Scarsella Bros. Inc. —Acme, A Joint Venture), (Prime) Estimated Cost of Scarsella Bros. Inc. Work 40% West Snoqualmie Valley Rd NE (NE 801'St. to Ames Lake- S3,824,901.00 12/16 3/15/16 Carnation Rd NE) Contract No. 99415 King County, 401 Fifth Ave. 3'd Floor, Seattle, WA 98104 Jeff McCarthy, 206-423-1086, ieff.mccarthy@kingcounty.gov Type of Work: Road Construction, (Prime), Estimated Cost of Prime Work 50% S. Spokane St. @ I-5 Seismic Backbone S1,136071.00 11i16 09;01'16 Contract No. 2015-080 City of Seattle, P.O. Box 94687, Seattle, WA 98124-4687 Shaunie Cochran, 206-255-6713, Shaunie.cochran@seattle.gov Type of Work: Utilities, (Prime), Estimated Cost of Prime Work 80% So.228th St Grade Separation @ UPRR $143,280.00 10!16 09i12i16 Pier 2 Bridge Shaft Construction Contract No. 07-3022 Owner: City of Kent,220 4'''Ave S., Kent, OVA 98032-5895 Jason Barer, 253-856-5546,jbamr@kentwa.gov Type of Work: Site Work. (Subcontractor to SB Structures, LLC) SR518 I/C Restoration at Des Moines Memorial Dr. $982,701.00 I0%16 06/20/16 Contract No. 318406 Port of Seattle, P.O. Box 68727, SeaTac, WA 98168 Todd Rhem, 206-787-5747, rehm.t@portseattle.org Type of Work: Interchan-e Restoration (Prime), Estimated Cost of Prime Work 40% 1--90 Mullan to Montara State Line, LAB & EB Lanes $6,279,043.00 10 16 04 13 15 Contract No. 7,875 Idaho Transportation Department, 600 W. Prairie Ave., Coeur d'Alene, ID 83 8 1 5-8-164 John Perfect, 203-772-1224. iohn.parfect@itd.idaho.aov Type of Work: Highway(Prime), Estimated Cost of Prime Work 40% Construction Logistics cYpansion $2,291,647.0 10'16 021/19/16 Contract No. 3 181 15 Port of Seattle, P.O. Box 68727, SeaTac, WA 98168 A1isa O'Haver-Avala, 206-78'-=14?7, O'Haver.A'.zportseattle.or`, ?'t%pe at Nork: Site Work 'Prime), Estimated Cost Of Prime Work 90% CO.NZPLETED CONSTRUCTION PROJECTS CONTRACT AMOL,NT COMPLETION DATE START DA' Mellen St. to Blakeslee Junction Stage 2 $49,09 1,28 1.00 10r16 08r"05/13 Contract No. 8473 WSDOT, 1411 Rush Rd., Chehalis, WA 98532-8721 Colin Newell, P_E., 360-740-8603, newellc @wsdot.wa.gov Type of Work: HighwavBridge (Prime), Estimated Cost of Prime Work 40?,0 t-90 Golf Course Rd-Improve Park& Ride Lot S 1 18,474.00 09'i6 09'06/16 Contract No. 8956 WSDOT, 2809 Rudkin Rd, Union Gap, WA 98903 Scott Golbek, PE 509-577-1880, golbeks@wsdot.wa.gov Type of Work: Site Work, (Prime), Estimated Cost of Prime Work 80% Vicinity MP 88 Slide Slope Stabilization $648,391.50 09"16 08J15/16 Contract No. 8936 WSDOT, 821 Airport Ct. SE, Tumwater, WA 98501 Dewayne Matlock, PE 360-570-6750 matlocd@wsdot.wa.gov Type of Work: Emergency Slope Stabilization, (Prime), Estimated Cost of Prime Work 80% South Big Lake Road Realignment S5.449,339.00 09/16 10/10/13 Contract No. 14032 Matanuska-Susitna Borough, 350 E. Dahlia Ave., Palmer, Alaska 99645 Michael Campfield, 907-745-981 1, mcampfieldi@matsugov.LIS Type of Work: Highway(Prime), Estimated Cost of Prime Work 60°ro So. 352"d St. Extension (Pacific Hwy. S. to Enchanted Pkwy S.) ;2,740,621.00 08i 16 02/01/16 Contract No. 15015 City of Federal Way, 33325 8`4 Ave. S., Federal Way, WA 98003 Naveen Chandra, O: 253-835-2729, C: 253-797-6820, naveen.chandrar@cityofEederalway.com Type of Work: Highway Construction (Prime), Estimated Cost of Prime Work 40% Nine Canyon Road(Beck Rd. to Mills Rd.) $1,851,295.00 07116 02/22/16 Contract No.1922 Benton County, P.O. Box 1001, Prosser, WA 99350-0954 Bryan Thorp, 509-786-561 1, bryan.thorpe(a.co.benton.wa.us Type of Work: Site Work(Prime), Estimated Cost of Prime Work 70% Puyallup River Bridge —Bridge Replacement S 1,1 14,003.00 07/16 02/02/15 Contract No. 8685 WSDOT, P.O. Box 47354, Olympia, WA 98504-7354 Dan Selby, (Selby Bridge - Contractor) 360-696-2675, DBSelby @msn.com Type of Work: Bridge Replacement(Subcontractor to Selby Bridge) HSIP: Parks Hwy, Grade Separation 2014 Design Build- SI.i32,006.00 06/16 03/07/16 Montana Crossing Contract No.102938 Alaska DOT, 41 1 I Aviation Ave., Anchorage, AK 99519-69001 Kyle Johnson, (Kiewit Infrastructure West Co. - Contractor) 360-693-1478, kyle.johnson @ kiewit.com Type of Work: Site Work(Subcontractor to Kiewit infrastructure West Co.) ST2 Track Improvement Project- Easement 3 S6,289,839.00 06�16 06/29115 Contract No. 8161 Burlington Northern &. Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Chuck Moore, 206-62-5-6211; Chuck.Moore.zbnsf.com Type of Work: Track Embankment, Bridges & Retaining Wails (Primer, Estimated Cost of Prima Work: 52°') k COiMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DA- SR99/W Fork Hylebos Creek-Fish Passage S t,340,282.00 06I16 061,101 15 Contract No. 8698 WSDOT, 6431 Corson Ave. So., Seattle, WA 98108-3445 Mike Askarian,206-768-5862, askarim,@wsdot.wa.gov Type of Work: Creek Realignment(Prime), Estimated Cost of Prime Work 601'o Bogard Road Extension .East S 19,436,852.00 06/16 06,` 8 l4 Contract No. 14121 Matanuska-Susitna Borough, 350 East Dahlia Ave., Palmer, AK 99645 Pierre Stragier, P.E.,907-861-7727, pierre.stragier@matsugov.us Type of Work: Highway(Prime), Estimated Cost of Prime Work 60% Turnwater Auto Dealership Project S 1,36,700.00 05f 16 05/021116 Contract No. 16-04 BJR Holdings, LLC,2225 Carriage Dr, SW, Olympia, WA 98502 Lorenz Schock, (Schock& Co. - Contractor)360-918-6204, Lorenz@chockandco.com Type of Work: Site Work(Subcontractor to Schock&Co.) Retreat Meadows —356`' St. Sewer S136,605.00 05`I6 03/21/16 Contract No. 2016.0 t Landmark Homes, Inc., P.O. Box 26116, Federal Way, WA 98093 David Litowitz, 253-927-6116, djlito@comcast.net Type of Work: Sewer(Prime), Estimated Cost of Prime Work 100°`0 Spencer Creek Business Park Site Pre-Load $1,039,900.00 05/16 02i01/16 Contract No. 20 t 5-47 Port of Kalama, 110 W. Marine Dr., Kalama, WA 98625-9500 Eric Yakovich, 360-673-2337, eyakovich aportofkalama.com Type of Work: Site Work, (Prime), Estimated Cost of Prime Work 100% 1-405, NE 6`h St. to I-5 Widening&Express Toll Lanes $16,977,701.00 04116 07/16/12 Contract No. 3800 WSDOT, P.O. Box 47354, Olympia, WA 98504-7354 Billy Gaynor, (Flatrion-Prime Contractor) 760-9 t 6-9 100, bgaynor(uflatironcorp.com Type of Work: Highway (Subcontractor to Flatiron) BNSF WSDOT ARRA Task 17 Slope Stabilization S3,716,271.00 03/16 8117l15 Contract No. 8259 Burlington Northern& Santa Fe Railway Co., 2454 Occidental Ave. S.. Suite 2D, Seattle, WA 98134 Ryan Blumer,206-625-6146,james.blumer@bnsfcom Type of Work. Slope Stabilization (Prime), Estimated Cost of Prime Work 60%' Grading& Drainage FFO-US20 PME: UPRR-Eddyville(Ph. 3) Corvallis-Newport Hwy. 541,567,739.00 03!16 0_5`05/14 Contract No. 14670 Oregon DOT, 3700 SW Philomath Blvd., Corvallis, OR 97333 Steve Schultz, P.M., 541-757-4104, steven.schultz@odot.state.or.us Type of Work: Highway(Prime), Estimated Cost of Prime Work 404/� Snohomish River Bridge to US 2 Vic-Widening& Safet, $77183.081.OQ )3ii6 06i27 I 1 Contract No. 8128 WSDOT, 9029 El Capitari Way, Everect, V A 98208-3637 Tim Nrau., 425-225-8726. naut@a%sdot.wa.gov Type of Work Highway & Bridge �G'ork (Prime'', Estimared Cost of Prime Work 40"10 COMPLETED CONSTRUCTION PROJECTS CONTRACT A.MOUtiT COMPLETION DATE START DA'I Shore Rd. to Kitchen-Dick Rd Widening S28,03 7,718.00 0211"16 O P07/13 Contract No. 8376 WSDOT, 1707 South C Street, Por Angeles, WA 98363-7456 Jerry Moore, P.E., 360-565-0620, mooreje;2wsdot.wa.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 35% OHOP Vicinity Slide—Emergency Slope Stabilization S552,252.00 01,i6 08/25'15 Contract No. 8792 WSDOT, 821 Airport Ct. SE, Tumwater, WA 98501 Steve Fuchs, PE, 360-570-6752, fuchss�'wsdot.wa.gov Type of Work: Emergency Slope Stabilization(Prime), Estimated Cost of Prime Work 90% Denali Highway MP 120 River Encroachment S416,743.00 12/15 I 1/20/15 Contract No, 750 Alaska Department of Transportation & Public Facilities, 2301 Peger Rd_, Fairbanks, AK 99709-5316 Scott Woster, 907-451-5461, scott.wostera;alaska.gov Type of Work: Embankment Stabilization (Prime), Estimated Cost of Prime Work 90% S R6, Rock Creek Bridges-Replace Bridges 6!`102 & 6/1 W $1 1;745,407.Ot} l21 15 04r23114 Contract No. 8572 WSDOT, 141 1 Rush Rd., Chehalis, WA 98532-872 t Colin Newell, P.E., 360-740-8603, newettc@wsdot.wa.gov Type of Work: Highway:;Bridge(Prime), Estimated Cost of Prime Work 40°'0 Task 4 - Kelso to Martins Bluff S9,625,968.00 12/15 01%05/15 Contract No. 7164 .Burlington Northern& Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 William Dombrow, 206-625-6386, Witliam.Dombrow.@bnsf.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 100% Bayside Revisions Phase II1 $2,446,033.00 1115 8110/I5 Contract No. 8278 Burlington Northern & Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Taylor Smith, 206-625-6386 taytor.smith ubnsf.com Type of Work: Site Work (Prime), Estimated Cost of Prime Work 80% 2013 Federal Way Downtown Sewer Trunk Upgrade-Ph. 1 SI,689,889.00 l liIS 02,'10i14 Contract No. 131 170 Lakehaven Utility District, P.O. Box 4249, Federal Way, WA 98063 Tim Osborne, District PM, 253-945-1582, tosborne�.lakehaven.org Type of Work: Sewer:Main Installation(Prime), Estimated Cost of Prime Work 75° SR 532 Davis Slough Bridge Replacement Wideninga for Flood Prevention S1 1,818,671.00 08/15 08f041'14 Contract No. 8623 WSDOT, I t09 E. Hickox Rd., Morn Vernon, WA 98274-7775 Shane Spahr, P.E., 360-757-5856, spahrs+ wsdot.wa.go� Type of Work: Site Work,Bridge Replacement(Prdz,e), Estimated Cost of Prime Work 40�,b Judy WTP to Sedro-Woolley Transmission Line, Ph. 1 S899,613.00 081 i 5 05/2615 Contract No. 1535900 i Skagit County PUD No.1, P.O. Box 1436, Mount Vernon, W A 982?3-1436 Mike Benton, 360-848-4439, Benton skagitpud.org Cype of Work: Water Transmission Pipeline (Prime), Estimated Cost of Prime Work 60�") COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DA' Spokane Int'I Airport, Taxiway Reconfiguration Ph 11 (2015) $2,020,414.00 07/15 04f(17r 15 Contract No. 1211 Spokane International Airport, P.O. Box 19186, Spokane, WA 992 1 9-91 86 Robert Seghetti (Prime Contact) 509-242-1234 Type of Work: Site Work (Subcontractor to Acme Concrete Paving, Inc.) William R. Fairchild Int'l Airport GA Development-Access Rd Impr. 3985,483.00 07/15 06/09114 Contract No. 35300 Port of Port Angeles, P.O. Box 1350, Port Angeles, WA 98362 David Williams(Consultant: WH Pacific, Inc.),425-951-4876, dwilliams@whpacific.com Type of Work: Taxiway Site Work(Prime), Estimated Cost of Prime Work 50% South of Laurel-RR Overpass S9,877,043.00 07l15 09/30/13 Contract No. 3813 Montana DOT, P.O. Box 201001, Helena, MT 59620-1001 Suzy Price, 406-444-6215. suprice(�i,)mt.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 409fo Reddington Levee Setback S7,773,980.00 06/15 06/10/13 Contract No. 81713 King County, 401 Fifth Ave., CNK-ES-0340, Seattle, WA 98104 Erik Peters, 206-477-4797, erik.peters@ kingcounty.gov Type of Work: Levee Improvements (Prime), Percent Complete 98%, Estimated Cost of Prime Work 80%' US 95,Garwood to Sagle, Athol Interchange $28,470,384.00 06,115 09112/11 Contract No. 7589 Idaho Transportation Department, District 1, 600 W Praa ie Ave., Coeur d'Alene, ID 83815 Marvin Fenn, 208-772-1253, marvin.fennnitd.idaho.gov Type of Work: highway(Prime), Estimated Cost of Prime Work 50% Pothole & Fix Water Leak Adj. to Fed-Ex Bldg. $41,1 14.I8 05/15 0411221 15 Contract No. 15002 Port of Seattle, P.O. Box 68727, SeaTac, WA 98168 Anna Lear, 253-627-8155, alear(zgeneralmechanical.com Type of Work: Water Leak Repair(Subcontractor to General Mechanical) Delta Yard Revisions-Phase 11B, Everett, WA $1,094,86t.00 05115 11/17/14 Contract No. 6852 Burlington Northern& Santa Fe Railway Co., 2454 Occidental Ave. S.,Suite 2D, Seattle, WA 98134 Taylor Smith, 206-625-6386, 'Faylor.Smith ibnsfcom Type of Work: Site Work(Prime), Percent Complete 95%, Estimated Cost of Prime Work I0(r,; Sonoma Villcro Drainage Improvements $600,935.00 04/15 05i27114 Contract No. 3802001 Sonoma Villero Homeowners Association, 1 121 1 Slater Ave. NE, Ste. 150, Kirkland, WA 98033 Michael Allen, 206-321-9184, coachmalleri@gmail.com Type of Work: Drainage Improvements(Prime), Estimated Cost of Prime Work 100% Dike 3 Seepage & Seismic Mitigation Project $493,520.30 03j 15 12108114 Contract No. 54694 Cascade Water Alliance, 520 — 1 12`" Ave. NE; Suite 400, Bellevue, WA 98004 Jon Shimada, 425-283-0367,jshimada'��cascadewatenorg Type of Work: Dike Seepage & Seismic Mitigation (Prime). Estimated Cost of Prime Work 90°,0 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT CO.MPLETIOti DATE START DA' Pzmstock Replacement Project S3,601,011.00 03,'15 10/130/14 Contract No, 3013 Le¢row Water Company, P.O. Box 1601, Pasco, WA 99301 Crary Weatherly (Consultant-Jt.1B Engineers", 509-783-2144, gweatheriy,( .corn Type of Work: lnstat( ��,v�?u' o '2"'& 54" %,0�20' -4 "ti��elded Steel Transmission Pipe 'Prime), Estimated Cost of Prime ��crk 75°r. Kentview Sanitary Sewer Interceptor S898,32&00 12 14 08 25/14 Contract No. 10-3003 City of Kent, 220 Fourth Ave. So., Kent, WA 93032 Phil McConnell, 253-856-5542, pmcconnell@kent-wa.gov Type of Work: Sanitary Sewer Pipe Installation(Prime), Estimated Cost of Prime Work 70% So. 25 is'St. Slide Repair $195,594.00 11/14 10/27/14 Contract No. 3 196 11 City of Des Moines, 21630 1 1`� Ave S., Ste. A, Des Moines, WA 98198 Tommy Owen, 206-870-6870. tower,@desmoineswa.gov Type of Work: Slide Repair(Prime), Estimated Cost of Prime Work 60% Upper Carlson Floodpiain Restoration $11932.782.00 t 1.114 06/16/14 Contract No. 89214 King County, 201 S. Jackson St., Ste. 600, Seattle, WA 98104 Dan Eastman, P.E., 206-477-4684, dan.eastman@ kingcounty.gov Type of Work: Floodpiain Restoration(Prime), Estimated Cost of Prime Work 70% Re-Regulation Reservoir: Embankment Const. & Mass Exc. $8,423,767A0 i li l4 06102!14 Contract No. 209407 Roza Irrigation District, P.O. Box 810, Sunnyside, `vVA 98944 Wayne Sonnichsen, 509-837-5141, wsonnichsen@roza.org Type of Work: Mass Excavation(Prime), Estimated Cost of Prime Work 1004,o I-5, Portland Avenue to Port of Tacoma Rd-NB HOV Stage 1 $15,774,492.00 10/14 08/03iI0 Contract No. 7946 WSDOT, 7912 Martin Way, Suite E, Lacey, WA 98516-5703 Neal Uhtmeyer, P.E., 360-412-3421, uhlmeyn@wsdot.wa,gov Type of Work: Highway(Prime), Estimated Cost of Prince Work 55% Parks Highway Connection Machen Rd. Ext. S3,045,043.00 101;14 04/28/14 Contract No. 14118 Matanuska-Susitna Borough, 350 E. Dah[ia Ave., Palmer, Alaska 99645 Michael Campfield, 907-745-981 1, mcampfteld`�zmatsugov.us Type of Work: Highway (Prime), Estimated Cost of Prime Work 501))/o Coal Creek Culvert Replacement S3395.568,00 9714 04%08r13 Contract No. 13016 City of BelleVue Utilities, P.O. Box 90012, BeltevLle, WA 98009-%12 Bruce Jensen, P.E. 425-452-7240, bjensen(i;)believuewa.gov Type of Work: Culvert Replacement(Prime,, Estimated Cost of Prime Work 60°,0 US 95, Garwood to Sagle, Chilco Stg& US-95 Garwood S44,628.550.010 09'14 08!01!1 I to Sagle Silver ood Stg. Contract No. 7584 Idaho Transportation Department, District 1, 600 W Prairie Ave- Coeur d'Alene. ID 83815 Marvin Fenn, 208-772-1253, marvin.fenn E�itd.ida.h(l.gov Type of Work: Efig sway"Prime), Estimated Cost of Prime Work 40'- C`ONI LETE.D CONS FRCc TION PROJECTS COtiTR.4CT AItiIOUtiT COMPLETION DATE START DA' Deer Park,,US 101 Intersection Improvement $5,1 10,321.00 08f 14 08i05'13 Contract No. 1202 Clallam County,223 E. Fourth St., Ste. 6, Port Angeles, WA 98362 Joe Donisi, PE, 360-4 1 7 2404,jdonisi@co.clallum.wa.us Type of Work: Highway(Prime), Estimated Cost of Prime Work 401,0 Index Galena Road MP 5.8 S 195,280.70 8 i 4 08104/14 Contract No. 914 Snohomish County, N S 4507, 3000 Rockefeller Ave., Everett, WA 98201-4046 Charles Mathison,425-388-3488, Ext. 6673, charles.mathison.@snoco.org Type of Work: Site Work(Prime), Estimated Cost of Prime Work SO% Lauridsen Boulevard Bridge Replacement S4,685,578.00 08%14 07i29t13 Contract No. 4299 City of Port Angeles, P.O. Box 1150, Port Angeles, WA 98362-0217 Jim Mahlum, P.E., 360-417-4701,jmahlum@cityofpa.us Type of Work: Highway/Bridge (Prime), Estimated Cost of Prime Work 40% Trunk Road Reconstruction, Phase iI $14,233,81 7.00 08/14 04i23'12 Contract No. 5 1132 Alaska Department of Transportation, P.O. Box 196900, Anchorage, Alaska,99519-6900 John Waisanen, P.E., 907-244-4511,john.waisanen,@alaska.gov Type of Work: Highway(Prime); Estimated Cost of Prime Work 60°o Kent/Auburn Conveyance System Improvements $4 522,86I.00 08r'"I4 03/18l13 Contract No. 42009 King County, 201 S. Jackson St., Rm. 508, V1S: KSC-NR-0508, Seattle, WA 98104-3855 Sue HiIdreth, Capital Project Manager III, 206-477-5537. susan.hildreth@kingcounty.gov Type of Work: Pipeline (Prime), Estimated Cost of Prime Work 75% Sand to Lind Double Track Project $2.434,107.00 06114 09f 16/13 Contract No. 4950 Burlington Northern& Santa Fe Railway Co.,2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg, 206-625-6264, donald.omsberg@bnsf.com Type of Work: Site Work(Prime), Percent Complete 84%, Estimated Cost of Prime Work 60% Cunningham to MP 101.3 Double Track Project $2,403,201.00 06. 14 09116/13 Contract No. 4951 Burlington Northern & Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Don Omsberg, 206-625-6264,donald.omsberg@bnsf.com Type of Work: Site Work(Prime), Percent Complete 96°'0. Estimated Cost of Prime Work 60% West of Richey— West S9,805,086.00 05;�14 08; 121131 Contract No. 13513 Montana DOT, P.O. Box 201001, Helena, MT 59620-1001 Suzy Price, 406-444-6215, suprice@mt.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 75% Middle Nemah River Bridge, Replace Bridge $1,198,541.00 04%14 0603i13 Contract No. 8344 4 WSDOT, 2400 Talley tVay, Kelso, WA 98626 Contact: Denys Tak, 360-442-1341, takdenyg,, sdot.w-a.gov Type of Work: Site Work, (Subconr-actor to SB St ictures, LLC> COMPLETED CONSTRUCTION PROJECTS f:ON'TRAi.T ANIO(INT CO3N41'LI:TI0N I)ATE START DA' Jack and Bore S48,700.00 06%14 _ 06/02/14 Contract No. 13597 Town of Lind, P.O. Box F, Lind, WA 9934 Joseph Pessutti, 509-998-6650,jpessuttif�hughes.net Type of Work: Install 16" Steel Casing & 8" Di Pipe (Prime), Estimated Cost of Prime Work 65% SR105 Heather Rd& US 101 0.5 Miles N or Raymond-Cuiv Rehab $315,758.00 03 14 09i3 3 Contract No. 8515 WSDOT,2400 Talley Way, Kelso, WA 98626 Lori Figone, P.E., 360-442-1370, ligonel Lwsdot.wa.Qov Type of Work: Highway(Prime), Estimated Cost of Prime Work 70"�o Smith Creek& North River Replace Bridges $16,017,104.00 02/14 10/17i 12 Contract No, 8345 WSDOT, 2400 Talley Way, Kelso, WA 98626 Paul Harrison, P.E., 360-442-1370, harrisp(awsdot.wa.eov Type of Work: Highway (Prime), Estimated Cost of Prime Work 40% SE of Dupuyer--SE S6.77(,275.65 1 1{13 04i08t 13 Contract No. 12812 Montana Department of Transportation, P.O. Box 201001, Helena, SIT 59620-1001 Mike Klette, P.E.,406-278-7078, mklett:04 mt.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 65°'o BP/OPL Coal Creek Culvert Replacement S67,454.00 1 1/13 09.E 1611/13 Contract No. 1761 Owner: BP/Olympic Pipe Line Company Prime: Snelson Co., 60 t W. State St., Sedro 'Woolley, WA 98284, Contact: Dave Walker, 360-66(-3535, dwalker�sneisonco.com Type of Work: Traffic Control, (Subcontractor to Snelson Companies) Custom Plywood Site-Ph. It Interim Remedial Action $I,800,981.00 11%L3 07"15/13 Contract No. 1300 t 98 Washington State Dept, of Ecology, P.O. Box 47600, Olympia, WA 98504-7600 Prime Contractor: Orion Marine Group, t 112 E. Alexander Ave., Tacoma, WA 98421 Stuart Moore, 253-552-1 I40, smooreCaorionmarinegroup.com Type of Work: Excavatel"LoadfFurnish/Piace Material (Subcontractor to Orion Marine Group) Alder Canyon Slide Emergency Slope Stabilization S527,946.00 10i 13 07108i l3 Contract No. 8474 WSDOT, 6610 16`h St. E., Ste. A, Fife, WA 98424 Jon Deffenbacher, 253-365-6700, deffenj@wsdot.wa.¢ov Type of Work: Emergency Slope Stabilization (Prime), Estimated Cost of Prime Work 40% Totem Lake Twin 42" Culvert Replacement S2,262,i 17.00 0 13 05/13 13 Contract No. 2 I 3 City of Kirkland, 123 Fifth Ave., Kirkland. WA 98033 Noet Hupprich, P.E. 425-587-3829, Nhupprich(zkirkiandwa.gov Type of Work: Calvert Replacement (Prime), Estimated Cost of Prime Work 40",� NE Novelty Hill Rd., Phase I S 18.384,893.{}n 10ii3 03'28i11 Contract tio. 52510 King County, 40t Fifth Ave. 3`d Floor, Chinook Bldg,, Seattle. WA 98 t04 Jeff McCarthy, 206-423-1086,jefl: .gov Type of Work: Highwa; (Prime). Estimated Cost of Prime Work 50°-� COMPLETED CONSTRUCTION PROJECTS CO'TRACT AMOUNT COMPLETION' DATE START DA US-30, S Main St to Jot SH-34, Soda Springs S732,027.00 07%13 _ 05/13113 Contract No. 7715 Idaho Transportation Dept., 3311 W. State St., Boise, ID 83703 Tom Cole 208-239-3377, tom.coleLitd.idaho.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 309,o M Street SE Grade Separation $1 1,827,023.00 07 13 ia2 - !�i/t 2 Contract No, 1 101 City of Auburn, 25 West plain St., Auburn, WA 9800 t-4998 Ryan Vondrak, P.E., 253-931-3086, rvondrakv.auburnwa.com Type of Work: Grade Separation/Bridge Underpass (Prime), Estimated Cost of Prime Work 50% Cashmere Mill Site Remediation $1,047,655.00 06/t3 03/18/13 Contract No. 208020 Port of Chelan County, 238 Old Station Rd., Ste. A, Wenatchee, WA 98801 Laura Jaecks, 509-661-31 18. Lauraa7,ccpd.com Type of Work: Site Remediation(Prime), Estimated Cost of Prime Work 80% Well I 'Transmission Main S 1,512,092.00 05,13 10/10/12 Contract No. 1204 City of Auburn, 25 West Main St., Auburn, WA 98001-4998 Robert E. Lee Ill, 253-804-5071, rtee@auburn,�,a.gov 'Tyne of Work: Water Transmission :Main(Prime), Estimated Cost of Prime Work 70% McAllister Transmission Main $3,150,176.86 051"13 10/0 Ut 2 Contract No. 37 City of Olympia, P.O. Box 1967, Olympia, WA 98507-1967 Tim Richardson, P.E., 360-753-8749, trichard4ci.otyznpia.wa.us Type of Work: Welded Steel Water Transmission Main(Prime), Estimated Cost of Prime Work 60% Grading& Drainage FFO-US20 PIVIE: UPRR-Eddyville Corvallis-Newport Hwy. S7,545,029.00 04/13 06/29/12 Contract No. 14473 Oregon DOT, 3700 SW Philomath Blvd., Corvallis, OR 97333 Steve Schultz, 541-7574104, steven.schultzCaodot.state.or.us Type of Work: Highway(Prime), Estimated Cost of Prime Work 45° Wahkiakum County Run-Off Rd& Intersection Safety S45,507.80 03/13 01/07/13 Contract No. 42011 Wahiakum County, P.O. Box 97, Cathlamet, WA 98612 Carl Stewart, (Prank Gurney, (ne.-Prune Contractor) 509-535-3069, fgprney vco_m ast.net Type of Work: Site Work(Subcontractor to Frank Gurney, Inc.) Ferrum to Wister. CA on Railroad's Yuma Subdivision S27,391,918,50 02i13 04"04' 1 Contract No. 47637 Union Pacific Railroad Company, 631 S. 7d' St., Phoenix, AZ 8_`034 Danny King, 97 1-404-6022, dkingvup.com Type of Work:Grading Subballast for 22 Miles of.tiew llai^Traci,r`me;, Estimated Cost of Pt-ime Work 75% SR 410, White River Bridge-Bridge Scour $2 i 7,237.00 01 13 07%06/1 I Contract No. 8087 WSDOT, 1 i203 Bridgeport Way SW, Lakewood, 4,VA 98499 Jon Deffenbacher, PE, 253-589-6100, deffen <L;tusdot.wa.gov Type of Work: Bridge Scour{Prime}, Estimated Cost of Prime :;ork a COMPLETED CONSTRUCTION PROJECTS CoNTR,:%('T A4[QC!N`T' C0 1YIPLETION DATE STARTDA Region 2 (PME) Rock Production $3,537.470.00 12/12 10i17i12 Contract No. 30512 3700 SW Philomath Rd., Corvalis, OR 97333 Gene Wilborn, PE, 541-757-4156, gene.wilborri@odot.state.or.us Type of Work: Rock Production (Prime), Estimated Cost of Prime Work 70% Siding Extension at Senter, Idaho, Nampa Subdivision $833,605.00 12/12 09/1 T 12 Contract No. 53265 UPRR, 280 S. 400 W., Suite 250, Salt Lake City, UT 84101 Erin E. Cully, 502-320-8547, eecully@up.com Type of Work: Siding Extension (Prime), Estimated Cost of Prime Work 90% Thunder Hills Creek Mitigation Fish Barrier Retrofit $3,309,650.00 I t%t2 07102/I2 Contract No. 8260 WSDOT, 600 108" Ave. NE, Suite 405, Bellevue. WA 98004-5101 Gil McNabb, P.E.425-456-8643, mcnabbg@wsdot.wa.gov Type of Work: Fish Barrier Retrofit(Prime), Estimated Cost of Prime Work 80% Runway 10-28 Crown Conversion & Longitudinal Gradient Ad . $8,881,126.00 I 1%12 07!02!12 Contract No. 1028 Port of Skagit, 15400 Airport Dr., Burlington, WA 98233 Matt Cavanaugh, P.E.,(Consultant-Precision Approach Engineering)425-417-5010, meavanaugh@preappinc.com Type of Work: Airport Site Work(Prime), Estimated Cost of Prime Work 3 59"0 Frontage Rd. Jct. SH-53 to Chilco $3,478.842.00 1 112 06/15/12 Contract No. 7601 Idaho Transportation Dept., District 1, 600 W Prairie Ave., Coeur d'Alene. ID 83815 Marvin Fenn, P.E.;209-772-1253, marvin.fennt@itd.idaho.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 50% SR 522, US 2 Interchange Flyover Ramp $16,243,358.00 06/15 07/06/10 Contract No. 7938 WSDOT, 9029 El Capitan Way, Everett, WA 98208-3637 Amir Ahmadi, P.E., 425-225-8700, ahmadia@wsdot.wa.gov Type of Work: Highway(Prime), Estimated Cost of Prime Work 700 0 Grapeview Loop Road $3,590,214.00 10/12 04/30/12 Contract No. 1379 Mason County Dept. of Public Works, 100 W. Public Works Dr., Shelton, WA 98584 Melissa McFadden, P.E., 360-427-9670, Ext. 452, met issam@co.mason.wa.Us Type of Work: Highway(Prime), Estimated Cost of Prime Work 50% Port of Tacoma Rd to King Co Line Fioodplain 'Mitigation Site $505,583.00 09.'12 08`1 '12 Contract No. 8325 WSDOT, 6610 16`h St. E., Ste. B, Fife_ WA 98424-1568 MaryLou Nebergall. P.E.,253-365-6750, nebergnzt .cvsdot.tva.go -Type of Work: Highway(Prime), Estimated Cost of Prime Work 60°% Parks Road Reconstruction--Schedule l S440,35S.00 09f 12 06i25i12 Contract No. 2012.02 Lakes Highway District, 11341 N. Ramsey Rd., Hayden, ID 83835 Eric Shanley, P.E., 208-772-7527, eric @lakeshightivaydistrict.corn Type of Work: Hitrhway (Prime), Estimated Cost of Prime Work 100°%,) COMPLETED CONSTRUCTION PROJECTS CONTRACT AMQC�NT COMPLETION DATE. START DA Siding Extension at Wapi, Idaho 37�7,740.15 09%12 05/t 4/12 Contract No, 50720 UPRR, 280 S. 400 W., Suite 250, Salt Lake City, C'T 84101 Erin E. Cully, 502-320-8547, eecullv(�.up-corn Type of Work: Siding Extension(Prime), Estimated Cost of Prime Work Hawks Prairie Park& Ride Facility Construction $2,912,912.00 09/l2 04iti9i12 Contract No. 1203 Intercity Transit, P.O. Box 659, Olympia, WA 98507-0659 Robert Holcomb, P.E. (Consultant-KPFF Engineers)360-292-7230, bob.holcomb@kpff.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 50% Site Preparation& Water System Extension $1,794,058.01 08%12 04/16/12 Contract No. 120I City of Palmer, 231 W. Evergreen Ave., Palmer, AK 99645 Tom Cohenour, Public Works Director 907-745-3271, tcohenour@palmerak.org of Work: Site Prep. & Water Sys. Ext. (Prime), Estimated Cost of Prime Work 90uo Construct Roadbed for S,�vitching Lead in the Pocatello Subdivision $995,997.20 08 12 10 01!1 I Contract No. 49143 Union Pacific Railroad Company, 5424 SE McLoughlin Blvd., Portland, OR 97202 Ken Bobert, 503-702-6973, kabobert@up.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 95% Portneuf River Bridges $22,286,580.00 0812 05/04/09 Contract No. 7217 Idaho Transportation Department, P.O. Box 4700, Pocatello, ID 83205-4700 Joe Pihlaja, P.E.,208-239-3337,joe.pihlaja@itd.idaho,gov Type of Work: Highway/Bridge(Prime), Estimated Cost of Prime Work 40% Southcenter Parkway Extension $16,906,318.00 07112 07/01/10 Contract No. 2508 City of Tukwila, 6200 Southcenter Pkwv., Tukwila, WA 98188 Bob Giberson, Public Works Director,206-433-0179, publieworks@tukwilawa.gov Type of Work: Road Construction(Prime) Estimated Cost of Prime Work 50% Sultan Basin Road Phase I11 $1,578,329.00 06'12 08/0l/1 1 Contract No. 6824 City of Sultan, 319 Main St., 4200, Sultan, WA 98294 Sam Richard(Consultant-WH Pacific)425-951-4860,srichard@whpacific.com Type of Work: Highway(Prime), Estimated Cost of Prime Work 60% Sylvester Road Bridge k 1052A $I 96,320.G0 06/1 2 07/1311 l Contract No. C00617C 11 King County, 201 S. Jackson St., Room 700. Seattle, WA 93104 Jeff McCarthy, 206-423-1086,jeff.tnccartliy:@kingeounty.gov Type of Work: Site Work(Subcontractor to SB Structures LLC) Chilco West Waterline Extension Project S284.05I.00 06/12 04/23/12 Contract No. 41070 North Kootenai Water District, 1841 W, Ha,den Ave., Hayden, ID 83835 Mike Galante, 208-772-3619, mikeg-znk�wsti.com Type of Work: Waterline Extension (Prime), Estimated Cost of Prime Work 9'0�% i COMPLETED CONSTRUCTION PROTECTS CONTRACT CT Aii'VIOUNT C 0lY1PLE '1()N OA rE. START DA Pour Corners Commons Excavation 2012 51,280,903.00 06/12 04/"16/12 Contract No. 2012.01 CIRI Land Development Co., 2525 "C" St., Anchorage, AK 9950 William Prosser, Project Manager 907-240-8015, wprosser'ccvmtaonline.net Type of Work: Earthwork Improvements (Prime), Estimated Cost of Prime Work 95% Topaz Bridge N/S 56,012,637.00 0611 t2 05/04/09 Contract No. 7223 Idaho Transportation Department, P.O. Box 4700, Pocatello, ID 83205-4700 Joe Pihlaja, P.E.,208-239-3337,joe.pihlajavitd.idaho.Qov Type of Work: Earthwork, Drainage& Wall Construction(Subcontractor to Idaho Construction Co., Inc.) Peola Road Reconstruction MP 1.57 to MP 7.84 $1,957.244.00 05`12 05-'31f1 i Contract No. 3654 Garfield County, P.O. Box 160, Pomeroy, WA 99347 Kevin Poole (Consultant, Riedesel Engineer), 208-743-3818, kpoole@.riedeseieng.com Type of Work: Highway(Prime), Estimated Cost of Prime Work 60% Vancouver Bypass Seg, IOb, Sewer Line Relocation $491,t47,00 04'12 05/23/11 Contract No. 1401 Burlington Northern&Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Mike Powrie 206-625-6144, michael.powrie@bnsf.com Type of Work: Utility Work(Prime), Estimated Cost of Prime Work 90% Ritchie Bros., Inc. New Check-In and Auction Building 54,662,31 1.00 04,/12 05,-16I11 Contract No. 2159 Mountain Construction (Prime Contractor), 7457 So. Madison St., Tacoma, WA 98409 Jeff Stroud, 253-284-0402,jeff@mountainconst.com Type of Work: Site Work(Subcontractor to Mountain Construction) Apple Tree Crossover-Vancouver Bypass 5522,645.00 04/12 02'/13/12 Contract No. 2328 Burlington Northern& Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 2D, Seattle, WA 98134 Mike Powrie 206-625-6144, michael.powrie@bnsf.com Type of Work: Site Work(Prime), Estimated Cost of Prime Work 701'ro So. Kingston Rd. NE-Carpenter Creek Bridge�a,; SIP 3.70 5605,923.00 02/12 06/20/11 Contract No. 1573 Kitsap County, 614 Division St., MS26. Port Orchard, WA 98366-4699 Jonathon Brand, P.E. 360-337-7121,jbrand+@co.kitsap.wa.us Type of Work: Roadway Improvements (Subcontractor to SS Structures. LLC) 185rh Ave. N.E. Extension Project $17567,933.22 02/i2 03107/1 C Contract No. 10I 197 City of Redmond, MS: INPW, P.O. Box 97010, Redmond, WA 98073-97101 Steven Gibbs, P.E.,425-556-2729 Type of Work: Highway(Prime) Estimated Cost of Prime Work Emergency Levee Restoration, Pl. 84-99 St.100,625.00 02`t2 01/OSi 12 Contract No. 120020 US Arm,:Corps of Engineers, Seattle 'District. 4735 E. klarginal Wav So.. Seattle, �kA 98134-2388 Gene Stilton, 206-761-3649, gene_t.suiton�2%usacearmy.mil Type of Work: Levee Restoration (Prime'; Esti zat-;d Cost of Prima Work. 10G° �%-OMPLETED CONSTRUCTION PROJECTS CONTRAf'J' AMOUNT COMPLETION L).ATF START DA C'hilco East Waterline Extension Project $169,859.80 021/12 12/1911 11 Contract No. 41052 North Kootenai Water District, 1841 W. Hayden Ave., Hayden, ID 83835 Mike Galante, 208-772-3619 Type of Work: Waterline Extension,(Prime), Estimated Cost of Prime Work 90% Lincoln Avenue Grade Separation $2!,6 17,648.00 02112 08;24109 Contract No. 68036 Port of Tacoma, P.O. Box 1837, Tacoma, WA 98401-1837 Trevor Thornsley,253-383-5841, tthornsiey@portoftacoma.com Type of Work: Highway/Bridge(Prime), Estimated Cost of Prime Work 40% Heavy-Highway • • d • Construction ' An Equal ISCARSEL Opportunity n , Employer I Si • d March 26, 2019 4. EXPERIENCE 4.6 CONSTRUCTION EXPERIENCE OF KEY INDIVIDUALS A. Scarsella Bros., Inc. has worked with the City of Kent on several projects. B. The following is a list of Scarsella Bros., Inc. supervisory force, along with their current position/experience and current commitments that may be valuable for the work on the Green River Natural Resource Area Storm Water Force Main project. 1. Don Scarsella, Secretary 45 Years' experience, current project commitments 5-7 projects. 2. Robert Scarsella, Vice President 40 Years' experience, current project commitments 5-7 projects. 3. Richard Scarsella, Vice President 35 Years' experience, current project commitments 5-7 projects. 4. Jay Krier, Superintendent 20 Years' experience on various City, County and state projects. Current Commitment: Available for this project. P.O.Box 68697 Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253)395-1209 AK Lic. #34714 AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 • WA Lic.#SCARS13I183138 Heavy-Highway • Construction ' ' An Equal i[Mffq` ,} Opportunity Employer S 9 4MFK'! Major Equipment List Qty Description 10 Cat CS563 Track Dozers 2 Cat 825C Compactor 2 Cat or JD 6501), G TCLT Rubber Tire/Track Loaders 2 Cat or JD 550G, LGP 12 Cat D-613, G, G LGP, H, H LGP, R or 7 Cat IT-28, 930G JD650 I JD 644E 2 Cat D-7H, R 3 Trojan 1500, 1700 14 Cat D-81-1, K, N, R 4 Cat 950G 4 Cat D-9H,N, R 1 Cat 966F 7 Cat D-ION, R 3 Cat 980C, F, F, II, G Rubber Tire Dozers Rubber Tire Loader/Backhoes 3 Cat 82413, C 12 Case 580C, E, Super E, Super K, L, SE Scrapers o Track Excavators 2 Cat 623E, F 5 Cat 631 D 1 Komatsu PC 78 14 Cat 631 E 2 Komatsu PC 128US-2 4 Cat 6371), E 3 Komatsu PC160LC 5 Komatsu PC 20OLC-6, 7 Water Wagons 4 Komatsu PC 228LC-3, USLC-3, US-2 5 Komatsu PC300LC-6, 7 2 Cat 63113, C 3 Cat 320CL 6 Komatsu PC40OLC-5, 6, 7 Motor Graders 2 Cat 245, B, B Mass Excavator 3 Komatsu PC60OLC-7 1 Cat 120G 2 Komatsu PC750LC-6 2 Cat 130G 1 Komatsu PCIOOOLC-IA 7 Cat 140G, H 1 Komatsu PC I I OOLC-6 7 Cat 14G, H 3 Cat 16G Offroad Truck Tractors Roller/Compactors 6 Mack CL713 2 Mack CL713 Tri-Driv P.O.Box 68697 - Seattle,Washington 98168-0697 - Tel: (253) 872-7173 - Fax: (253)395-1209 AK Lie. #34714 - AZ Lie. #ROC249216 - CA Lie.#779354 - ID Lie. #10394-Unlimited-1-2 MT Lie.#146627 - ND Lie.#44607 - OR Lic.#96884 - UT Lie.#7646917-5551 - WA Lie.#SCARSBI183138 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (March 26, 2019), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Scarsella Bros., Inc. Bidder's B ame Signat re of Authorized Official* Bob Scarsella Printed Name Vice President Title March 26, 2019 Kent Washington Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. GRNRA Storm Water Force Main/Almaroof 26 March 11, 2019 Project Number: 17-3012.2 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within seventy (70) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s I to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: March 26, 2019 Scarsella Bros. NAME ER Si ature of Authorized Repr sentative Bob Scarsella - Vice President (Print Name and Title) P.O. Box 68697 Address Seattle, WA 98168 GRNRA Storm Water Force Main/Almaroof 27 March 11, 2019 Project Number: 17-3012.2 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Scarsella Bros. Inc. , as Principal, and Liberty Mutual Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent (5%) of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Green River Natural Resource Area (GRNRA) Storm Water Force Main/Project Number: 17-3012.2 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 26th DAY OF March 2 1 Scars nc. PRIG CIPAL rzW7 Comp ny r��'(Jcz� — SU Cynthia L. Jay, Attorney-in-F 20 Received return of deposit in the sum of $ GRNRA Storm Water Force Main/Almaroof 28 March 11, 2019 Project Number: 17-3012.2 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. _ LiibertX Liberty Mutual Insurance Company Mutual. The Ohio Casualty Insurance Company Certificate No:8200306-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Holli Albers,Heather L.Allen,James B.Binder,Brandon K.Bush,Carley Espiritu,Jacob T.Haddock,Diane M.Harding,Brent E.Heilesen,Kyle Joseph Howat,Cynthia L. Jay,Aliceon A.Keltner,Christopher Kinyon,Michael S.Mansfield,Jamie L.Marques,Annelies M.Richie,Sara Sophie Sellin,Donald Percell Shanklin,Jr.,Karen C. Swanson,Misti M.Webb,Eric A.Zimmerman all of the city of Tacoma state of Washington each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 15th day of January , 2019 Liberty Mutual Insurance Company INS�R VVI INS& a %NSUp4 The Ohio Casualty Insurance Company AJP°o¢POPq C+ y`�PooaPOr+arR9y `GP ooaPORar West American Insurance Company >, 1912 0 1919 1991 v .ty3 yy r� O rn d�SS4 CNU5�-aa 'tJnmae`',aa �s �hDIANP' ,dam CC David M.Carey,Assistant Secretary State of PENNSYLVANIA � County of MONTGOMERY ss � rn o On this 15th day of January 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o o Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes=I'- > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0 LLu IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. n L O N Q4�5�o r� COMMONWEALTH OFPEMdSYI-WMA ,yF ! Q�t do N�iat Se 0 OF a( "a F�uo Z Tt Teresa Pas&-#a Notary PW2#c (a 0 ripper Men°nTwp..Montgomery Counry BY: W Commissom Expires March 28.2021 E r. rvyyV4 Teresa Pastella,Notary Public 0 co p�g�' fufem6er Permsyfvaraa Lssociaticlar ok Nutaeres O r0 a) N 9 0 a) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual LE 0)o.� Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o m a> " ai ARTICLE IV-OFFICERS:Section 12.Power of Attorney. 4e� o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the m� >. President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o C any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall N L have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such "0D Z � instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the E cr i provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o 6 ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. 8- Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe,(•-- shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 26th day of March 2019 I suo �SY INSU 'kk rNSUq J FGoaroayroyc, �JrooaroRyr -1, GP °aroryyr9p 2 Fo a° Fo 1912 y o o_ 1919 o Q 1991 0 rd�vssq c„us`�`da yo y'pg ntvs�W dD •rs �N°,naP ,da BY.Renee C.Llewellyn,Assistant Secret. 9j7 + IP �'yl + 1 �M A, l`� y Secretary LMS-12873 LMIC OCIC WAIC Multi Co 062018 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Green River Natural Resource Area (GRNRA) Storm Water Force Main Project Number: 17-3012.2 NAME OF PROJECT Scarsella Bros., Inc. NAME O I D ' FIRM SIGNATURE OF UTHORI ED REPRESE TATIVE OF BIDDER GRNRA Storm Water Force Main/Almaroof 29 March 11, 2019 Project Number: 17-3012.2 This change order form is for example nurooses only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 11, 2, 3, etc.] NAME OF CONTRACTOR: FInsert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:jInsert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: jInsert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ GRNRA Storm Water Force Main/Almaroof 30 March 11, 2019 Project Number: 17-3012.2 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department GRNRA Storm Water Force Main/Almaroof 31 March 11, 2019 Project Number: 17-3012.2 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signatureand address ................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Complete and notarized ..............................................................❑ Certification of Compliance with Wage Payment Statutes....................❑ ProposalSignature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form .................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. GRNRA Storm Water Force Main/Almaroof 32 March 11, 2019 Project Number: 17-3012.2 PAYMENT AND PERFORMANCE BOND #023210018 • TO C I TY OF DENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Scarsella Bros. Inca as Principal, and Liberty Mutual Insurance Compapy 'Massachusetts a Corporation organized and existing under the laws of the State of b ("XXX as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 1,787,833.30 together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that, WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Green River Natural Resource Area (GRNRA) Storm Water Force Main/Project Number: 17-3012.2 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals, The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. GRNRA Storm Water Force Main/Almaroof 33 March 11, 2019 Project Number: 17-3012.2 TWO WITNESSES.: ScarsezBobScar&sella PRINC 13Y: TITLE: Vice President DATE: _ DATE: 114 ---_-_She11.e y.__.S ka qgs_.. CORPORATE SEAL: Jodie Harris PRINT NAME DATE: �6�9 Liberty Mutual Insurance Company SURETY QOI7 ;ORATE SEAL: BY. DATE: A ri.�_I 4_,.._019. _ _ TITLE: Cynthia L. Jay, Attorney-in-Fact ADDRESS: 1001 4th Avenue, Suite 3700 Seattle, WA 98154 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Bob Scarsella Who signed the said bond on behalf of the Principal Scarsella Bros, Inc. of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for a in behalf of said Corporation by authority of its governing body. _ C SECRETARY OR ASSISTANT SECRETARY 34 March 11: 2019 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual. The Ohio Casualty Insurance Company Certificate No:8200306-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Holli Albers,Heather L.Allen,James B.Binder,Brandon K.Bush,Carley Espiritu,Jacob T.Haddock,Diane M.Harding,Brent E.Heilesen,Kyle Joseph Howat,Cynthia L. Jay,Aliceon A.Keltner,Christopher Kinyon,Michael S.Mansfield,Jamie L.Marques,Annelies M.Richie,Sara Sophie lin,Donald Percell Shanklin,Jr.,Karen C. Swanson,Misti M.Webb,Eric A.Zimmerman all of the city of Tacoma state of Washington each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 15th day of January , 2019 . Liberty Mutual Insurance Company P�1NSU,4? Poo( INSUR a %NSUQ9 The Ohio Casualty Insurance Company j4oµvoR•yl yc �J 4pRPORgl 9y VQ'�oaPORaT ?'fit West American Insurance Company >> 3 Fo F e r Fo Fo F cc 1912 0 0 1919 0 2, 1991 0 //� r vs tiny$ y zR o s /Ass. a) N d� Sq C HUSH.da �NAMP`'�,aa� 't'S1 �NOIANP da c David M.Carey,Assistant Secretary � co State of PENNSYLVANIA >_ c a) Co 3 County of MONTGOMERY ss C 0 0 o On this 15th day of January 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o 0 Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes—F N > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. L)LU N IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. a c� �, C)M QrG�t,�oroPr T� COMMONWEALTH OF PENNSYLVANIA Q Notarial Seal O Qj O ~ u OF Z Teresa Pastella,Nota Public � Upper MenonTwp.,Montgomery County By: C 2 tistcv°�so My Commission Expires Marrdf 28,2C121 Teresa Pastella,Notary Public o M �Q p,y Member,Penn s�syNarria Asiation of Natanes L Frycn O co � Y� 'Cu)a) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual o.S Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o ai ARTICLE IV-OFFICERS:Section 12.Power of Attorney. o co Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the.Q >, President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o ca m any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall a N > a) have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such "0O Zinstruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the•=M provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o 0 ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. o co Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe,1—r shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C. Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 4th day of April 2019 1NSU,4 ASV INS&q� d \NSURq �Jp G0 O;zq 1.14, yJp`oaPo lqT 9G C�tr ooaPORgI y� 2 Fo tr Q _ FO n ? FO to 1912 0 0 1919 1991 0 By: dJl 'r•7CNU5�da O "AMPS�aa� 'ls rNDIANP ,aD Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 062018 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and scarsella Bros, Inc. organized under the laws of the State of Washington located and doing business at Kent, Washington ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: Green River Natural Resource Area (GRNRA) Storm Water Force Main/Project Number: 17-3012.2 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within seventy (70) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as,expressly provided herein. GRNRA Storm Water Force Main/Almaroof 35 March 11, 2019 Project Number: 17-3012.2 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. GRNRA Storm Water Force Main/Almaroof 36 March 11, 2019 Project Number: 17-3012.2 CITY OF KENT BY: i )arso DANA RALPH, MAYOR DATE: ���1 ATTE KIMBERLEY A. K OTO, CITY CL APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT AME: Bob Scarsella TITLE: Vice President DATE: �,4 / /q GRNRA Storm Water Force Main/Almaroof 37 March 11, 2019 Project Number: 17-3012.2 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. GRNRA Storm Water Force Main/Almaroof 38 March 11, 2019 Project Number: 17-3012.2 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. GRNRA Storm Water Force Main/Almaroof 39 March 11, 2019 Project Number: 17-3012.2 EXH I B I T A (Continued) F. Acceptabilityof Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. GRNRA Storm Water Force Main/Almaroof 40 March 11, 2019 Project Number: 17-3012.2 Client#: 111013 SCARBROS1 TE(MDD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE [74/05/m2'019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). CONTACT Sharnel Di Vona PRODUCER NAME: Propel Insurance PHONE 800 499-0933 FAX No: 866 577-1326 A/C,No,Ext Tacoma Commercial Insurance E-MAIL Sharnel.Divonan Sharnel.Divona@propelinsurance.com ADDRESS: �p p 1201 Pacific Ave, Suite 1000 INSURER(S)AFFORDING COVERAGE NAIC# Tacoma,WA 98402 INSURER A:Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B:Navigators Specialty Insurance Company 36056 Scarsella Bros. Inc. INSURER C:AXIS Surplus Insurance Company 26620 PO Box 68697 INSURER D:Travelers Property Casualty CoofAmerica 25614 Seattle,WA 98168-0697 INSURER E:Allied World Assurance Company(US)Inc 19489 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LR ADDL SUB POLICY EFF POLICY EXP LIMITS TR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD/YYYY MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY TB2Z91454734108 5/01/2018 05/01/201 EACH OCCURRENCE $1,000,000 CLAIMS-MADE a OCCUR PREMISES Ea RENTED occurrence $1,000,000 X BI/PD Died: $15,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- PRODUCTS-COMP/OP AGG $2,000,000 POLICY I XI JECT LOC OTHER: A AUTOMOBILE LIABILITY AS2Z91454734038 5/01/2018 05/01/201 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS WBUMBRELLA NON-OWNED PROPERTY DAMAGE $ LY X AUTOS ONLY Per accident 0113 $ LIAB X OCCUR SE18EXC7496231C 5/01/2018 05/01/201 EACH OCCURRENCE $3000 000 IAB CLAIMS-MADEAGGREGATE $3 00O 000 RETENTION$n/a $ WORKERS COMPENSATION WA Stop Gap Only: PER OTH- AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE� TB2Z91454734108 5/01/2018 05/01/201 E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,0 , C Excess Liability ELU793928012018 5/01/2018 05/01/201 $2,000,000(XS of$3mm) D Install Floater QT6605C528273TIL18 5/01/2018 05/01/201 $1,000,000/$1,000 ded E Contr Pollution 03083387 5/01/2017 05/01/201 $3,000,000/$25,000ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Project#1730122,Green River Natural Resource Area(GRNRA)Storm WaterForce Main. Additional Insured Status applies per attached form(s). Waiver of Subrogation applies per attached form(s). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3604020/M3252700 KTR00 This page has been left blank intentionally. POLICYNUMBER: TB2-Z91-454734-108 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment famished in connection with such organization(s) shown in the Schedule, but only with work, on the project (other than service, respect to liability for "bodily injury', "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury' on behalf of the additional insured(s) at the caused,in whole or in part,by. location of the covered operations has been 1. Your acts or omissions;or completed;or 2. The acts or omissions of those acting on your 2. That portion of "your work" out of which the behalf; injury or damage arises has been put to its in the performance of your ongoing operations for intended use by any person or organization the additional insured(s) at the location(s) other than another contractor or subcontractor designated above. engaged in performing operations for a g principal as a part of the same project However. C. With respect to the insurance afforded to these 1. The insurance afforded to such additional additional insureds, the following is added to insured only applies to the extent permitted by Section III—Limits Of Insurance: law;and If coverage provided to the additional insured is 2. If coverage provided to the additional insured is required by a contract or agreement, the most we required by a contract or agreement, the will pay on behalf of the additional insured is the j; insurance afforded to such additional insured will amount of insurance: i" not be broader than that which you are required 1. Required by the contractor agreement;or by the contract or agreement to provide for such additional insured. 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in the Declarations; additional insureds, the following additional whichever is less. exclusions apply. This endorsement shall not increase the This insurance does not apply to "bodily injury' or applicable Limits of Insurance shown in the "property damage"occurring after: Declarations. SCHEDULE Name Of Additional Insured Person(s) Location(s) Of Covered Operations Or Organization(s): Any person or organization whom you become All locations as required by a written contract or obligated to include as an additional insured as a result agreement or permit entered into prior to a loss of any written contract or agreement you have entered occurring. into,provided no other specific additional insured endorsements apply to such additional insured under this policy prior to a loss occurring. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. CG 20 10 04 13 ©Insurance Services Office,Inc.,2012 Page 1 of 1 I POLICYNUMBER: TB2-Z91-454734-108 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR. CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided underthe following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury' or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we .,your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the"produils�ompleted operations hazard". 1. Required by the contractor agreement;or 2. Available under the applicable Limits of However. Insurance shown in the Declarations; 1. The insurance afforded to such additional insured only applies to the e)dent permitted by whichever is less. law;and This endorsement shall not increase the applicable 2. 9 coverage provided to the additional insured is Limits of Insurance shown in the Declarations. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. SCHEDULE Name Of Additional Insured Person(s) s Or Organization(s): Location And Description Of Completed Operations Any person or organization whom you become All locations as required by a written contract or obligated to include as an additional insured as a result agreement or permit entered into prior to a loss of any written contract or agreement or permit you have occurring. entered into prior to a loss occurring,provided no other specific additional insured endorsements applyto such additional insured under this policy. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. CG 20 37 04 13 0 Insurance Services Office,Inc.,2012 Page 1 of 1 Policy Number TB2-791-454734-108' Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABIL17YCOVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non-Owned Watercraft Extension Item 3. Damage To Premises Rented To You—Expanded Coverage Item 4. Bodily Injury To Co-Employees Rem 5. Health Care Professionals As Insureds Rem 6. Knowledge Of Occurrence Or Offense Item 7. Notice Of Occurrence Or Offense Item 8. Unintentional Failure To Disclose Item 9. Bodily Injury Redefined Item 10. Supplementary Payments—Increased Limits Item 11. Property In Your Care,Custody Or Control Rem 12. Mobile Equipment Redefined Item 13. Newly Formed Or Acquired Entities Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 15. Contractual Liability—Railroads Rem 1. Reasonable Force Exclusion a.of Section I—Coverage A—Bodily Injury And Property Damage Liability is replaced bythe following: a. Expected Or Intended Injury "Bodily injury' or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury' or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non-Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I-Coverage A—Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: 'I (a) Less than 55 feet long;and (b) Not being used to cant'persons or property for a charge; Item 3. Damage To Premises Rented To You—Expanded Coverage A. The final paragraph of 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage Liability is replaced by the followi ng: LC 04 43 01 17 (9 2016 Liberty Mutual Insurance Page 1 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. I Exclusions c. through n, do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III—Limits Of Insurance. B. Paragraph 6.of Section III—Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of. a. $300,000;or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a.of the definition of"insured contract'in Section V—Definitions is replaced byte following: ' a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies arty person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an"insured contract"; D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I — Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits of Insurance. Rem 4. Bodily Injury To Co-Employees A. Paragraph 2.of Section II—Who is An Insured is amended to include: Each of the following is also an insured: Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or"volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to"bodily injury': (1) To you; (2) To your partners or members(if you are a partnership orjoint venture); (3) To your members(if you are a limited liability company);or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). I Paragraph 2.a.(1)(a) of Section II —Who Is An Insured does not apply to "bodily injury' for which insurance is provided bythis paragraph. LC 04 43 01 17 Q 2016 Liberty Mutual Insurance Page 2 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. B. The insurance provided by this Item 4,for "bodily injury' to a co-"employee" or"volunteer worker" will not apply if the injured co-"employee's" or "volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other Insurance The insurance provided by this item 4. is excess over arty other valid and collectible insurance available to the insured, whether primary,excess,contingent or on any other basis. Rem 5. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(d)of Section II—Who Is An Insured is replaced by the following: (d) Arising out of his or her providing or failure to provide professional health care services. However, arty "employee" or"volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a public or medical emergency or who is a "designated health care provider" is an insured with respect to "bodily injury'and"personal and advertising injury'that: (i) Arises out of the providing of or failure to provide professional health care services;and (ii) Occurs in the course of and within the scope of such "employee's" or"volunteer worker's" employment bythe Named Insured. B. With respect to "employees" and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability. This insurance does not apply to: (1) Liability assumed under an"insured contract"or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law, (3) Liability arising out of the providing of any professional health care services while in arty degree under the influence of intoxicants or narcotics; (4) Liability arising out of arty dishonest,fraudulent,malicious or knowinglywrongful act or failure to act;or (5) Punitive or exemplary damages,fines or penalties. C. The following definition is added to Section V—Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Other Insurance The insurance provided by this Rem 5. is excess over arty other valid and collectible insurance available to the insured, whether primary,excess,contingent or on any other basis. Rem 6. Knowledge Of Occurrence Or Offense Knowledge of an "occurrence" or offense by your agent, servant or"employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee" designated by you to notify us of an "occurrence" or offense has knowledge of the "occurrence"or offense. LC 04 43 01 17 ©2016 Liberty Mutual Insurance Page 3 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Item 7. Notice Of Occurrence Or Offense f For purposes of Paragraph 2.a. of Section IV — Commercial General Liability Conditions, you refers to your "executive officer"or "employee"that you have designated to give us notice. Kern 8. Unintentional Failure To Disclose Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. Rem 9. Bodily Injury Redefined The definition of"bodily injury'in Section V—Definitions is replaced bythe following: "Bodily injury'means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at arty time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means anytype of mental or emotional illness or distress. Rem 10. Supplementary Payments—Increased Limits Paragraphs 1.b. and 1.d. of Section I — Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to famish these bonds. d. All reasonable expenses incurred by the insured at our request to assist in the investigation or defense of the claim or"suit", including actual loss of earnings up to$500 a day because of time off from work. Rem 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of Exclusion j. of Section I—Coverage A—Bodily Injury And Property Damage Liability i` are deleted. B. Additional Exclusion Coverage provided by this endorsement does not apply to"property damage"to property while in transit. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A.above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one "occurrence" regardless of the number of persons or organizations who sustain damage because of that"occurrence". LC 04 43 01 17 O 2016 Liberty Mutual Insurance Page 4 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. yr ` The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. D. Other Insurance This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy. Item 12. Mobile Equipment Redefined The definition of"mobile equipment"in Section V—Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for. (1) Snow removal; (2) Road maintenance,but not construction or resurfacing;or (3) Streetcleaning. Item 13. Newly Formed Or Acquired Entities A. Paragraph 3,of Section II—Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain majority ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However. a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization;or (3) The end of the policy period whichever is earlier, b. Section I—Coverage A—Bodily Injury And Property Damage Liability does not apply to "bodily injury' or "property damage"that occurred before you acquired or formed the organization;and i c. Section I — Coverage B — Personal And Advertising Injury Liability does not apply to "personal and advertising injury'arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to any organization as a Named Insured under this Rem 13. does not apply if a Broad Form Named Insured endorsement attached to this policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive any right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or "your work" included in the "products-completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury' or"property damage" occurs, or offense giving rise to "personal and advertising injury'is committed subsequent to the execution of the written contract or agreement. LC 04 43 01 17 0 2016 Liberty Mutual Insurance Page S of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 1 j Item 15. Contractual Liability—Railroads Paragraph 9. of Section V—Definitions is replaced by the following; 9. "Insured contract"means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies arty person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality, e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for"bodily injury' or"property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.does not include that part of any contract or agreement: (1) That indemnifies an architect,engineer or surveyor for injury or damage arising out of. (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys,field orders, change orders or drawings and specifications;or (b) Giving directions or instru bons, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those listed in I; Paragraph(1)above and supervisory, inspection,architectural or engineering activities. LC 04 43 01 17 ©2016 Liberty Mutual Insurance Page 6 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. a t S i 1 Policy Number TB2-Z91-454734-108 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization shown in the Schedule of this endorsement that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV - Conditions will not apply. If the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4.Other Insurance of Section IV - Conditions will govern. However, this insurance is excess over arty other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same"occurrence",claim or"suit'. Schedule Person or Organization: As required by written contract or agreement entered into prior to loss. LC 24 20 02 13 ©2013 Liberty Mutual kswance.All rights reserved. Page 1 of 1 Includes copyrighted material of ksurance Services Office,Inc.,with its permission. I This page has been left blank intentionally. i POLICY NUMBER: AS2-Z91-454734-038 CONMRCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s)Or Organization(s): Refer to Designated Insured Schedule Information required to complete this Schedule, if not shown above, will be shown in the Declarations. I Each person or organization shown in the Schedule is #' an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form, CA 20 48 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 .i x g Policy Number AS2-Z91-454734-038 DESIGNATED INSURED SCHEDULE Applicable to: CA 20 48 02 99, CA 20 48 10 13, MM 99 50 10 13 Name of Person(s) or Organization(s) Any person or organization whom you agreed in writing as an additional insured, but only for the coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. F ACS 20 05 10 13 B ®2013 Liberty Mutual Insurance. All rights reserved. Page 1 of 1 i a s I Policy Number: As2-Z91-454734-038 Issued by: Liberty Mutual Fire Insurance Co. THIS ENDORSEtvENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED -NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. I This endorsement identifies person(s) or organization(s) who are "insureds' under the Who Is An Insured Provision of the Coverage Form_ This endorsement does not alter coverage provided in the Coverage form. I Schedule Name of Person(s)or Organizations(s): Any- person or organization whom you agreed in writing as an additional insured, but only for the coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. Regarding Designated Contractor Project: Each person or organization shown in the Schedule of this endorsement is an 'insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. i AC 84 23 08 11 ©2010, Liberty Mutual Group of Companies, All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. ''s This page has been left blank intentionally. Policy Number AS2-Z91-454734-038 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor-Additional Insured and Loss Payee IV. Supplementary Payments- Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto Vill. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible-Single Deductible XI. Physical Damage Deductible- Glass XII. Physical Damage Deductible-Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage- Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage- Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy,the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident' which occurred before you acquired or formed the organization. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. II. EMPLOYEES AS INSUREDS Paragraph A.1.Who Is An Insured of SECTION II -COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR-ADDITIONAL INSURED AND LOSS PAYEE A. Any"leased auto"will be considered an"auto"you own and not an"auto"you hire or borrow.The coverages provided under this section apply to any 'leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the'leased auto"whichever occurs first. B. For any 'leased auto" that is a covered "auto" under SECTION 11 - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.1.Who Is An Insured provision is changed to include as an"insured"the lessor of the 'leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your"employees" or agents; or 3. Any person, except the lessor or any"employee" or agent of the lessor, operating a 'leased auto"with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the"leased auto'for"loss"to the covered 'leased auto'. 2. The insurance covers the interest of the lessor of the 'leased auto' unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto', we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E. The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto"means an"auto'which you lease for a period of six months or longer for use in your business, including any"temporary substitute"of such 'leased auto'. "Temporary substitute" means an "auto that is furnished as a substitute for a covered "auto" when the covered "auto' is out of service because of its breakdown, repair, servicing, 'loss"or destruction. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services office, Inc.,with its permission. IV. SUPPLEMENTARY PAYMENTS -INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover.We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5.of SECTION II - COVERED AUTOS LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of SECTION IV- BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. V1. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to"property damage"or"covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is$5,000 per"accident". Payment under this coverage does not increase the Limit oflnsurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to$50 per day and to a maximum limit of$1,000. B. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to$1,000 for reasonable and necessary costs incurred by you to return a stolen covered"auto"from the place where it is recovered to its usual garaging location. VII1. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add the following: This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a.of SECTION III -PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of"loss". The most we will pay for"loss" is$200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE -SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to"loss"caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss"for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE—GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to"loss"to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE-VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of"accident",claim, "suit"or"loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or"loss". Such notice must include: (1) How, when and where the "accident"or"loss"occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit"or"loss"from your agent, servant or"employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's"own cost. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or"suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit'. (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV -BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE- HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to add the following: For"accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or"suit'is brought against an"insured"outside of the United States of America,its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or"suit'. If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit' and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit' without our consent. We shall not unreasonably withhold consent. b. We are not licensed to write insurance outside of the United States of America,its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered"auto"with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the "loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3. If a repair or replacement results in better than like kind or quality,we will not pay for the amount of the betterment. B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations,the deductible will be$250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement.We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered"auto". However, the most we will pay under this coverage is$30 per day, subject to a maximum of$900. XVII. AUTO MEDICAL PAYMENTS COVERAGE-INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the"insured"was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations,this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X"in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II -COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1. Any"auto"you don't own, hire or borrow is a covered "auto"for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. a. Any"auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members"are"insured"while"occupying"or while a pedestrian when struck by any"auto"you don't own except: Any"auto"owned by that individual or by any"family member". D. SECTION III- PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any"auto"owned by that individual or by any member of his or her household; or 2. Any"auto"used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered"auto"for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an"auto"because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered"auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred; or 2. $30 per day with a maximum of$900 in any one period. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. D. This coverage does not apply: 1. While there are spare or reserve "autos"available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "loss" results from the total theft of a covered "auto"of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX.NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: (1) 60 days; (2) The number of days shown in the Cancellation and Non-renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the'loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of$1,500 for each covered "auto". XXILLIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY- NOT THE LAWS OF THE UNITED STATES OF AMERICA.THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1. Paragraph B.7. of SECTION IV- BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or"loss"occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such 'loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven,we will not pay more than the actual cash value of such 'loss"at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any"insured"who is not a resident of the United States. XXIII.WAIVER OF SUBROGATION Paragraph A.5.in SECTION IV-BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident', to waive rights of recovery against such person or organization. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Schedule Premium Liability Included Physical Damage Included Total Premium Included XVII1. Drive Other Car LIAB MP UM UIM COMP COLL Name of Individual Not Applicable XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days 30 AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. KENT SPEC I AL PROV I S 1 ONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ..................................... 1-1 1 -01 Definitions and Terms...................................................... 1-1 1 -02 Bid Procedures and Conditions.......................................... 1 -2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1 -5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1-17 1-08 Prosecution and Progress ................................................. 1-22 1-09 Measurement and Payment .............................................. 1-26 1-10 Temporary Traffic Control ................................................ 1-27 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ......................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-5 2-06 Subgrade Preparation...................................................... 2-5 2-07 Watering ....................................................................... 2-6 2-12 Construction Geosynthetic................................................ 2-6 DIVISION4 BASES.................................................................... 4-1 4-03 Gravel Borrow ................................................................ 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-01 Drains ........................................................................... 7-1 7-02 Culverts ........................................................................ 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-4 7-08 General Pipe Installation Requirements .............................. 7-9 7-09 Water Mains................................................................... 7-15 7-12 Valves for Water Mains .................................................... 7-18 7-13 Adjusting Water Mains..................................................... 7-20 7-15 Service Mains Connections ............................................... 7-21 GRNRA Storm Water Force Main/Almaroof March 11, 2019 Project Number: 17-3012.2 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-8 8-03 Irrigation Systems .......................................................... 8-12 8-04 Curbs, Gutters, and Spillways........................................... 8-13 8-06 Cement Concrete Driveway Entrances................................ 8-15 8-09 Raised Pavement Markers ................................................ 8-15 8-10 Guide Posts.................................................................... 8-17 8-12 Chain Link Fence and Wire Fence ...................................... 8-18 8-14 Cement Concrete Sidewalks ............................................. 8-19 8-18 Mailbox Support ............................................................. 8-20 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............................... 8-20 8-21 Permanent Signing.......................................................... 8-25 8-22 Pavement Marking .......................................................... 8-26 8-23 Temporary Pavement Markings......................................... 8-32 8-28 Pothole Utilities .............................................................. 8-33 8-30 Project Signs.................................................................. 8-34 8-31 Bored or Jacked Crossings ........................................... 8-35 8-32 Undergrounding of Electrical Facilities ................................ 8-36 DIVISION 9 MATERIALS............................................................ 9-1 9-02 Bituminous Materials ....................................................... 9-1 9-03 Aggregates .................................................................... 9-1 9-05 Drainage Structures and Culverts...................................... 9-3 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-5 9-14 Erosion Control and Roadside Planting ............................... 9-6 9-16 Fence and Guardrail ........................................................ 9-10 9-28 Signing Materials and Fabrication ...................................... 9-10 9-29 Illumination, Signal, Electrical........................................... 9-11 9-30 Water Distribution Materials ............................................. 9-12 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFF I C CONTROL PLANS .............................................................. A-3 GEOTECHN 1 CAL REPORT................................................................. A-4 PREVA I L I NG WAGE RATES.............................................................. A-5 GRNRA Storm Water Force Main/Almaroof March 11, 2019 Project Number: 17-3012.2 KENT SPEC 1 AL PROV 1 S I ONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations CWSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REOU I REMENTS 1-01 DEF I N I T I ONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and GRNRA Storm Water Force Main/Almaroof 1 - 1 March 11, 2019 Project Number: 17-3012.2 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BYADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the GRNRA Storm Water Force Main/Almaroof 1 - 2 March 11, 2019 Project Number: 17-3012.2 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/doing-business/bids- procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and GRNRA Storm Water Force Main/Almaroof 1 - 3 March 11, 2019 Project Number: 17-3012.2 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02. 11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. GRNRA Storm Water Force Main/Almaroof 1 - 4 March 11, 2019 Project Number: 17-3012.2 SECTION 1-02. 14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04. 1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal GRNRA Storm Water Force Main/Almaroof 1 - 5 March 11, 2019 Project Number: 17-3012.2 The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. GRNRA Storm Water Force Main/Almaroof 1 - 6 March 11, 2019 Project Number: 17-3012.2 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 /S DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the Contractor will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. GRNRA Storm Water Force Main/Almaroof 1 - 7 March 11, 2019 Project Number: 17-3012.2 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1 -05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time GRNRA Storm Water Force Main/Almaroof 1 - 8 March 11, 2019 Project Number: 17-3012.2 for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. GRNRA Storm Water Force Main/Almaroof 1 - 9 March 11, 2019 Project Number: 17-3012.2 Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot GRNRA Storm Water Force Main/Almaroof 1 - 10 March 11, 2019 Project Number: 17-3012.2 stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. GRNRA Storm Water Force Main/Almaroof 1 - 11 March 11, 2019 Project Number: 17-3012.2 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-0S.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. GRNRA Storm Water Force Main/Almaroof 1 - 12 March 11, 2019 Project Number: 17-3012.2 Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.1 O Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. GRNRA Storm Water Force Main/Almaroof 1 - 13 March 11, 2019 Project Number: 17-3012.2 SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 WSDOT STANDARD SPECIFICATIONS); If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: CenturyLink's contractor may be on W James Street working on lowering CenturyLink conduits located under the sidewalk at the northeast corner of the City's maintenance facility. The contractor shall coordinate with CenturyLink's contractor to complete this work. The contractor shall coordinate with the Ice Center representative before closing any driveway/parking lot at the Ice Center. Ice Center Representative (Lexi Doner - 206-319-6183). SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. GRNRA Storm Water Force Main/Almaroof 1 - 14 March 11, 2019 Project Number: 17-3012.2 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. GRNRA Storm Water Force Main/Almaroof 1 - 15 March 11, 2019 Project Number: 17-3012.2 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. GRNRA Storm Water Force Main/Almaroof 1 - 16 March 11, 2019 Project Number: 17-3012.2 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELAT I ONS AND RESPONS I B I L I T I ES TO THE PUBL I C 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. GRNRA Storm Water Force Main/Almaroof 1 - 17 March 11, 2019 Project Number: 17-3012.2 SECTION '-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07. 13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07. 14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07. 15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: GRNRA Storm Water Force Main/Almaroof 1 - 18 March 11, 2019 Project Number: 17-3012.2 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07. 17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners GRNRA Storm Water Force Main/Almaroof 1 - 19 March 11, 2019 Project Number: 17-3012.2 of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site I nspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Tanaiya Anderson Jerry D Steele 206-733-5264 253-288-7532 253-313-8961 (cell) 206-391-1763 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Hong Nguyen 253-395-6926 253-395-6904 425-559-4647 (cell) 425-449-6609 (cell) Verizon King County Wastewater Scott Christenson Treatment Division 425-636-6046 Mark Lampard 425-471-1079 (cell) 206-477-5414 SECTION 1-07. 18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1 -07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic 1 . Access to the Ice Center shall be maintained at all times during construction through W James St or through the parking lot located on the south of the City's maintenance facility off of Russell Rd. To maintain access to the Ice Center, the construction will be divided into three phases (see construction phasing plan). The contractor GRNRA Storm Water Force Main/Almaroof 1 - 20 March 11, 2019 Project Number: 17-3012.2 shall submit his work plan with the number of working days for each phase at the pre-construction meeting. • Phase one: This phase is to connect the 30" force main pipe with the existing 72" structure on Russell road. Russell Road will be closed approximately 70 feet south of the 72" structure, the park entrance located south of the 72" structure shall stay open during this phase. W James St will be closed for through traffic west of Lakeside Blvd E (only local traffic will be allowed to the west of Lakeside Blvd Q. Access to the Ice Center will be from W James St. • Phase two: This phase is to install the force main pipe in the parking lot located on the south side of the City's maintenance facility. Full closure of the parking lot on the south side of the City's facility will be allowed in this phase. Access to the Ice Center will be from W James Street. Before starting phase 2, the contractor shall complete phase 1 including all related work (paving, channelization, restoration, etc.) and Russell Rd shall be opened for through traffic. • Phase three: This phase is to install the force main pipe along W James St and through the landscaping area west of the Ice Center. Full closure for W James St and the north half of the parking lot on the west side of the Ice Center will be allowed in this phase. Access to the Ice center will be from Russell Rd through the parking lot located on the south side of the City's maintenance facility. All work items within the area of phase 2 shall be completed and the parking lot opened before starting phase three. 2. The Ice Center exit located on the south west corner of the Ice Center building shall stay open at all times during construction. 3. The contractor shall maintain access to emergency vehicles at all locations at all times. 4. At least one sidewalk (south side or north side) of W James Street shall remain open for pedestrians at all times during construction. 5. The sidewalk located on the south side of City's maintenance facility shall stay open for city employees at all times during construction. 6. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 7. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to beginning a lane or roadway closure that requires a detour or involves a major traffic switch to a temporary or new alignment. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. GRNRA Storm Water Force Main/Almaroof 1 - 21 March 11, 2019 Project Number: 17-3012.2 It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. GRNRA Storm Water Force Main/Almaroof 1 - 22 March 11, 2019 Project Number: 17-3012.2 7. To establish a working understanding regarding the work around Hogan Park and the Ice Center. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. 8. Spill Prevention, Control, and Countermeasure (SPCC) Plan for approval. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For GRNRA Storm Water Force Main/Almaroof 1 - 23 March 11, 2019 Project Number: 17-3012.2 any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1 . Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the GRNRA Storm Water Force Main/Almaroof 1 - 24 March 11, 2019 Project Number: 17-3012.2 City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any GRNRA Storm Water Force Main/Almaroof 1 - 25 March 11, 2019 Project Number: 17-3012.2 costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: GRNRA Storm Water Force Main/Almaroof 1 - 26 March 11, 2019 Project Number: 17-3012.2 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1 -04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFF 1 C CONTROL 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 GRNRA Storm Water Force Main/Almaroof 1 - 27 March 11, 2019 Project Number: 17-3012.2 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, delineator post, traffic safety drums, vehicle with attenuator, protective vehicles, any temporary devices shown on the traffic control plans, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1 -10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. GRNRA Storm Water Force Main/Almaroof 1 - 28 March 11, 2019 Project Number: 17-3012.2 The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign PCMSY per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. GRNRA Storm Water Force Main/Almaroof 1 - 29 March 11, 2019 Project Number: 17-3012.2 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.0 Description The Contractor shall clear, grub, clean up, remove and dispose of all material and miscellaneous items within the work area which are necessary, but for which no specific bid item is provided. Clearing and grubbing on this project shall be performed within the following limits: within the right of way as shown on the plans as necessary for project construction — only remove trees shown on the plans or identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. SECTION 2-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.4 Measurement "Remove Existing Landscape Tree" shall be measured per each. Landscape trees (4" to 20") are defined as trees 4" to 20" DBH (diameter breast height, defined as 4' — 0" above ground), and landscape trees (greater than 20") are trees greater than 20" DBH. Other trees requiring removal shall be considered incidental to the clearing and grubbing bid item. SECTION 2-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-01.5 Payment "Remove Existing Landscape Tree (4" to 20")" "Remove Existing Landscape Tree (greater than 201" The unit contract price for the above items per each shall be full pay for all labor equipment, supplies, materials, and tools required to remove and dispose of existing trees as directed by the Engineer. If existing trees will survive during construction, they may be left in place at the discretion of the Engineer. The per each price includes removal of the root ball, filling and compacting the remaining void and surface restoration. Gravel borrow used to fill the void shall be paid per the separate bid item. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description GRNRA Storm Water Force Main/Almaroof 2 - 1 March 11, 2019 Project Number: 17-3012.2 This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions, 2. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 3. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 4. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: GRNRA Storm Water Force Main/Almaroof 2 - 2 March 11, 2019 Project Number: 17-3012.2 1 . Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, dual faced sloped mountable curb, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECT/ON 2-02.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100' x 6 = 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk/ Driveway" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk/ Driveway as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all GRNRA Storm Water Force Main/Almaroof 2 - 3 March 11, 2019 Project Number: 17-3012.2 labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Traffic Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete traffic curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Dual-Faced Cement Conc. Traffic Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the dual-faced cement concrete traffic curb as shown on the plans and described in the specifications. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement/ Driveway" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement/ driveway to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price for "Removal of Structures and Obstructions" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. The bid price shall include complete compensation for all labor, materials, tools, supplies, and equipment necessary to remove, dispose, or salvaging any obstruction encounter with during the excavation for the force main pipe trench including but not limited to concrete foundation, structures, precast concrete, bridges, steel structure and any other obstructions. GRNRA Storm Water Force Main/Almaroof 2 - 4 March 11, 2019 Project Number: 17-3012.2 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. GRNRA Storm Water Force Main/Almaroof 2 - 5 March 11, 2019 Project Number: 17-3012.2 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCT I ON GEOSYNTHET I C SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. GRNRA Storm Water Force Main/Almaroof 2 - 6 March 11, 2019 Project Number: 17-3012.2 SECT/ON 2-12.3 /S SUPPLEMENTED BY ADDING THE FOLLOWING; 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECT/ON 2-12.4 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECT/ON 2-12.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric. Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. GRNRA Storm Water Force Main/Almaroof 2 - 7 March 11, 2019 Project Number: 17-3012.2 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: GRNRA Storm Water Force Main/Almaroof 4 - 1 March 11, 2019 Project Number: 17-3012.2 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course 5/8 Inch Minus" "Crushed Surfacing Base Course 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. GRNRA Storm Water Force Main/Almaroof 4 - 2 March 11, 2019 Project Number: 17-3012.2 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTES: If the contract includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT M I X ASPHALT THE ENTIRE SECTION 5-04 IS DELETED AND REPLACED WIH THE FOLLOWING: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1 (4) Cationic Emulsified Asphalt 9-02.1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1 (2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such GRNRA Storm Water Force Main/Almaroof 5 - 1 March 11, 2019 Project Number: 17-3012.2 materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01 . Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 15 million. 5-04.20) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. GRNRA Storm Water Force Main/Almaroof 5 - 2 March 11, 2019 Project Number: 17-3012.2 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & sig-nature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT GRNRA Storm Water Force Main/Almaroof 5 - 3 March 11, 2019 Project Number: 17-3012.2 QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1 st through March 31 st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55-F 45-F 0.10 to .20 45-F 35-F More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to GRNRA Storm Water Force Main/Almaroof 5 - 4 March 11, 2019 Project Number: 17-3012.2 accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-O4.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1 . Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the GRNRA Storm Water Force Main/Almaroof 5 - 5 March 11, 2019 Project Number: 17-3012.2 temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01 .2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-O4.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-O4.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, GRNRA Storm Water Force Main/Almaroof 5 - 6 March 11, 2019 Project Number: 17-3012.2 density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-O4.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, unless other-wise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1 . Shall be self-propelled vehicle, separate from the hauling vehicle or paver. GRNRA Storm Water Force Main/Almaroof 5 - 7 March 11, 2019 Project Number: 17-3012.2 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1 . Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-O4.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed GRNRA Storm Water Force Main/Almaroof 5 - 8 March 11, 2019 Project Number: 17-3012.2 from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1 , or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-O4.3(4)A Crack Sealing 5-O4.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing GRNRA Storm Water Force Main/Almaroof 5 - 9 March 11, 2019 Project Number: 17-3012.2 pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1 (2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1 . Cracks '/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-O4.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-O4.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks l/4 inch to 1 inch in width - fill with hot poured sealant. B. Cracks greater than 1 inch in width — fill with sand slurry. 5-O4.3(4)B Vacant 5-O4.3(4)C Pavement Repair GRNRA Storm Water Force Main/Almaroof 5 - 10 March 11, 2019 Project Number: 17-3012.2 The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1 .0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21 . Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-O4.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. GRNRA Storm Water Force Main/Almaroof 5 - 11 March 11, 2019 Project Number: 17-3012,2 When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1 " wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class 3/4" and HMA Class '/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/a" 0.17 feet GRNRA Storm Water Force Main/Almaroof 5 - 12 March 11, 2019 Project Number: 17-3012.2 On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1 . Job Mix Formula Tolerances — The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 GRNRA Storm Water Force Main/Almaroof 5 - 13 March 11, 2019 Project Number: 17-3012.2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the follo inq tolerances to the approved JMF. Aggregate Percent Non-Statistical Commercial Passing Evaluation Evaluation 1", 3/4 , '/2", and 3/8" +/- 6% +/- 8% sieves No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1 -06.2(2)D2. 2. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 11/2", 1 3/4", 1/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-O4.3(9)A Vacant 5-O4.3(9)B Vacant 5-O4.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-O4.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total GRNRA Storm Water Force Main/Almaroof 5 - 14 March 11, 2019 Project Number: 17-3012.2 quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH- TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va Will use WSDOT SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11 . GRNRA Storm Water Force Main/Almaroof 5 - 15 March 11, 2019 Project Number: 17-3012.2 5-O4.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor All aggregate passing: 11/2 1 3/4", 1/2", 3/8" 2 and No.4 sieves All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-O4.3(9)C5 Vacant 5-O4.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-O4.3(9)C7 Mixture Nonstatistical Evaluation — Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original GRNRA Storm Water Force Main/Almaroof 5 - 16 March 11, 2019 Project Number: 17-3012.2 acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-04.300) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. GRNRA Storm Water Force Main/Almaroof 5 - 17 March 11, 2019 Project Number: 17-3012.2 Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1 .00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as GRNRA Storm Water Force Main/Almaroof 5 - 18 March 11, 2019 Project Number: 17-3012.2 determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1 .00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-O4.3(1O)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-O4.3(1O)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-O4.3(1O)C Vacant 5-O4.3(1O)D HMA Nonstatistical Compaction 5-O4.3(1O)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's GRNRA Storm Water Force Main/Almaroof 5 - 19 March 11, 2019 Project Number: 17-3012.2 production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-O4.3(1O)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-O4.3(1O)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1 .00, however, lots with a calculated CPF in excess of 1 .00 will be used to offset lots with CPF values below 1 .00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1 .00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. GRNRA Storm Water Force Main/Almaroof 5 - 20 March 11, 2019 Project Number: 17-3012.2 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). GRNRA Storm Water Force Main/Almaroof 5 - 21 March 11, 2019 Project Number: 17-3012.2 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1 . When the Composite Pay Factor (CPF) of a lot in progress drops below 1 .00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.302) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. GRNRA Storm Water Force Main/Almaroof 5 - 22 March 11, 2019 Project Number: 17-3012.2 The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-O4.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than '/2 of the compacted lift thickness and then taper down on a slope not steeper than 41-1:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-O4.3(12)B Bridge Paving Joint Seals 5-O4.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-O4.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1 . Clean and seal the existing joint between concrete panels in accordance with Section 5-01 .3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge placed on GRNRA Storm Water Force Main/Almaroof 5 - 23 March 11, 2019 Project Number: 17-3012.2 the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1 . Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the GRNRA Storm Water Force Main/Almaroof 5 - 24 March 11, 2019 Project Number: 17-3012.2 surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5- 04.3(14)A. 5-O4.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal GRNRA Storm Water Force Main/Almaroof 5 - 25 March 11, 2019 Project Number: 17-3012.2 detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-O4.3(14)B Paving and Planing Under Traffic 5-O4.304)1131 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1 . Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. GRNRA Storm Water Force Main/Almaroof 5 - 26 March 11, 2019 Project Number: 17-3012.2 5-O4.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1 . A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. GRNRA Storm Water Force Main/Almaroof 5 - 27 March 11, 2019 Project Number: 17-3012.2 8. Names,job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10.Tonnage of HMA to be placed each day. 11 .Approximate times and days for starting and ending daily operations. 5-O4.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1 . General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other con-tractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j.Other items the Engineer deems necessary to address. 2. Paving — additional topics: GRNRA Storm Water Force Main/Almaroof 5 - 28 March 11, 2019 Project Number: 17-3012.2 a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.306) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Class '/2", PG 58V-22 will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component ofthe mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of GRNRA Storm Water Force Main/Almaroof 5 - 29 March 11, 2019 Project Number: 17-3012.2 surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit Contract priced per ton for "HMA Class %2", PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. The cost for all material, tools, labor, and equipment for the tack coat shall be incidental with this bid item. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. The unit contract price per square yard for "Planing Bituminous Pavement 2 Inch Thick" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. GRNRA Storm Water Force Main/Almaroof 5 - 30 March 11, 2019 Project Number: 17-3012.2 Payment shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. The unit contract price per ton for "Hot Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Hot Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Class 1/2", PG 58V-22" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington as posted on the Agency website. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. Adjustment formulas for HMA items: If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) x (Q x 0.056). GRNRA Storm water Force Main/Almaroof 5 - 31 March 11, 2019 Project Number: 17-3012.2 If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost — (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. GRNRA Storm water Force Main/Almaroof 5 - 32 March 11, 2019 Project Number: 17-3012.2 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS SAN I TARY SEWERS WATER MA I NS AND CONDU ITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric.................................................... 2-12.2 Gravel Backfill for Drains......................................... 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe.... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement The linear foot measurement will include the length of the cleanouts. 7-02 CULVERTS SECTION 7-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-02.2 Materials Pipe material for culverts shall be in accordance with Section 7-04.2 of the Kent Special Provisions except that PVC pipe cannot be used for culvert pipe. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ..................... 9-05.7(2) PVCPipe ................................................................. 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............................ 9-05.13 High-Density Polyethylene (HDPE) (Force Main Only) .... 9-05.23 Casing Spacers and Casing End Seals ......................... 9-05.30 GRNRA Storm Water Force Main/Almaroof 7 - 1 March 11, 2019 Project Number: 17-3012.2 Inline Check Valve shall be (Tideflex/ CheckMate UltraFlex Inline Check Valve) or approved equal. SECT/ON 7-04.3 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3 Construction Requirements HDPE pipe shall be joined into a continuous length by using a (Butt- Fusion)joint method. All existing utilities shall remain in service during construction. The contractor is responsible for fuse the pipe at the utilities- crossing points by using the butt- fusion joint method. HDPE pipe may be joined together through the use of electrofusion fittings or flange adapters with back-up rings only where directed by the Engineer or shown on the plans. The entire annular space between the force main pipe/conduit(s) and the steel casing shall be filled with blown sand. Provide fill holes and vents as required to assure complete filling of the annular space. Care shall be exercised to insure that the entire space is filled and that the pipe is not disturbed during the placement of the backfill between the pipe and the casing. The Contractor shall remove the pipe and reinstall it if the pipe is not within the tolerances shown on the drawings and as specified. No joints for the HDPE Pipe will be allowed within the steel casing or between the end seals on both sides of the steel casing. The carrier pipe(s) shall be skidded into position inside the casing pipe by using casing spacers. Casing ends shall be wrapped with casing end seals. Inline Check valve shall be installed per the manufacturer's instructions. The contractor need to check the exact inside diameter for the existing 30 inch force main pipe and the new 30 inch HDPE force main pipe to confirm the exact valves' outside diameter needed to fit both pipes. Tracer wire 12 gage solid copper wire protected with plastic will be installed inside 2-inch PVC conduit schedule 80 and installed above the top of the 30-inch HDPE force main pipe. The tracing wire shall be placed as shown on design plans and shall extend the full length of the HDPE force main pipe. 7-04.3(1) Cleaning and Testing SECT/ON 7-04.3(1)A /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General GRNRA Storm Water Force Main/Almaroof 7 - 2 March 11, 2019 Project Number: 17-3012.2 All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.4 Measurement The length of "HDPE Force Main Storm Sewer Pipe, IPS, OD 30-Inch, DR 21 , With Butt Fusion Joint Connection" will be the number of linear feet of completed installation and tested measured along the invert and will include the length through elbows, tees, and fittings. The length of "Tracer Wire and 2 Inch Diameter PVC Conduit" will be the number of linear feet of completed installation of the tracer wire. " Inline Check Valve", per each. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "HDPE Force Main Storm Sewer Pipe IPS OD 30-Inch DR 21 With Butt Fusion Joint Connection" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the 30 Inch smooth wall HDPE DR 21 pipe with butt fused connections at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, hauling, backfill and compaction (when native material is to be used), dewatering, fittings, tees, couplings, saddles, gaskets, flanges, styrofoam cushion, testing, and any additional costs for overtime work and construction phasing. The bid price shall also include supporting and protecting the light poles and foundations, fire hydrants, and any GRNRA Storm Water Force Main/Almaroof 7 - 3 March 11, 2019 Project Number: 17-3012.2 other existing utilities (including coordination with utility companies) as necessary to install the pipe. The cost for supplying and installing the steel plates over any open trench shall also be included in this bid item price. The unit contract price per lineal foot for "2 Inch Diameter Schedule 80 PVC Conduit with Tracer Wire and Pull Rope" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the tracer wire and conduits at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, hauling and disposal, dewatering, supplying and installing the tracer wire, 2" PVC conduit, pull rope, fittings, testing, and connection to the junction boxes. Additional length of the tracer wire inside the junction box will be incidental with the bid item price. The unit contract price per each for the "Inline Check Valve" shall be complete compensation for all material, labor, tools, supplies and equipment required to furnish and install the valve as described in the plans and these specifications. The bid item "Unidentified Utility Conflicts" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment will be paid for any additional labor and maiterals required to avoid a conflict with an unidentified utility as shown in the plans. Bid item prices will be paid for items that are included in the proposal. The unit contract price per each for "Combination Air Valve Assembly and Enclosure" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the air valve assembly and enclosure as shown on the plans and descruibed in these specifications. This bid item price will also include but is not limited to: excavating, dewatering, backfilling and compacting, all fittings and components as shown on the plans including the 4 inch pipe connection between the air valve and the 72 inch structure and the access tee, constructing the concrete splash pad and base/pad, securing the enclosure to the base/pad, supplying and installing the escutcheon, testing, and all other necessary items for a complete and fully operational air valve with enclosure. 7-05 MANHOLES INLETS. CATCH BASINS, AND DRYWELLS SECT/ON 7-05.3 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 M and 5-2M unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. GRNRA Storm Water Force Main/Almaroof 7 - 4 March 11, 2019 Project Number: 17-3012.2 All manholes and Type I I and I I I CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5M. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Standard and Watertight Manhole frame and covers shall be cast gray or ductile iron (the lid needs to be marked with (STORM) or (SEWER) as needed) and shall comply with the following WSDOT Standard Plans as applicable: B-30.70-04 Circular Frame (Ring) and Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4M through 5-16 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3M. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" GRNRA Storm Water Force Main/Almaroof 7 - 5 March 11, 2019 Project Number: 17-3012.2 SECT/ON 7-05.3(1) /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. GRNRA Storm Water Force Main/Almaroof 7 - 6 March 11, 2019 Project Number: 17-3012.2 On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bankrun gravel for trench backfill or gravel borrow as included in the proposal and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(4) Drop Manhole Connection Drop manhole connections shall be in accordance with Kent Standard Plan 4-6M. Inside drop connections are not allowed. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. GRNRA Storm Water Force Main/Almaroof 7 - 7 March 11, 2019 Project Number: 17-3012.2 NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: MP VXO IV .ate a � The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECT/ON 7-05.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Adjust Existing Manhole Frame and Cover to Finished Grade" "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Remove Existing Manhole Frame and Cover and Install New Circular Frame (Ring) and Locking Cover" constitutes complete compensation for all labor, materials, tools, GRNRA Storm Water Force Main/Almaroof 7 - 8 March 11, 2019 Project Number: 17-3012.2 supplies and equipment necessary to remove the existing frame and cover and furnish and install the new frame and locking cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Watertight Manhole Frame and Locking Cover" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Access Tee Assembly, 12 Inch Diameter" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the access tee assembly as shown on the plans and described in the specifications. This price includes but shall not be limited to: excavation, dewatering, connecting to new force main pipe or tee, backfilling, compacting, testing, surface restoration, fittings, and any other items necessary for the complete installation. (The Watertight Manhole Frame and Cover will paid under a separate bid item). This price will also include the connection of the 4-inch pipe for the air valve with the access tee assembly at station 17+40 including 12"x12"x4" ductile iron tee with all other fittings needed for this connection. The unit contract price per lump sum for "Modifications to Existing 72 ' Structure" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to perform the modifications needed for the existing 72-inch structure as shown on the plans and described in the specifications. The lump sum price shall include but not be limited to excavation, dewatering, riser sections, gaskets, grouting, top slab, grade rings, watertight 36-inch frame and solid locking cover, ladder, pipes' connections, backfilling and compacting and adjustment to finished grade. Any other work or material that is necessary to finish the work as shown on the plans and not listed here shall be considered incidental with the lump sum bid item price. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The GRNRA Storm Water Force Main/Almaroof 7 - 9 March 11, 2019 Project Number: 17-3012.2 Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer................................ 7-17.2 Side Sewers.................................... 7-18.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and 11 ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 7-08.3 Construction Requirements SECT/ON 7-08.3(1)A /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches Pipe trenches shall be kept free from water during excavation, pipe laying andjointing, and pipe embedment, in an acceptable manner. Surface water shall be diverted, and ground water shall be kept pumped down, or otherwise removed, to the extent necessary to keep the trench free from water and the bottom stable. Before trenching operations begin, the Contractor shall have available on the site of the work sufficient pumping equipment and/or other machinery to assure that the provisions of the above paragraph can be maintained. Additional measures may be necessary to insure proper construction conditions, including such items as allowable ditch widths. They shall be the responsibility of the Contractor. If well points are used for dewatering pipe trench, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain GRNRA Storm Water Force Main/Almaroof 7 - 10 March 11, 2019 Project Number: 17-3012.2 continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of failure of dewatering equipment, such that the dewatering operation is stopped, the Contractor shall immediately notify the Engineer and restore the operation of the dewatering equipment at once. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. All dewatering operations shall be adequate to assure the integrity of the finished project, and shall be the responsibility of the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from his dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. GRNRA Storm Water Force Main/Almaroof 7 - 11 March 11, 2019 Project Number: 17-3012.2 Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECT/ON 7-08.3(1)C /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with the construction Plans. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECT/ON 7-08.3(2)B /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. GRNRA Storm Water Force Main/Almaroof 7 - 12 March 11, 2019 Project Number: 17-3012.2 SECTION 7-08.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08,3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness GRNRA Storm Water Force Main/Almaroof 7 - 13 March 11, 2019 Project Number: 17-3012.2 of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. GRNRA Storm Water Force Main/Almaroof 7 - 14 March 11, 2019 Project Number: 17-3012.2 SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Foundation Material, Class I and I I" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected native materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe .............. 9-30.1 (1) Fittings for Ductile Iron Pipe ....... 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ....................... 9-03.12(3) Foundation Material ................... 9-03.17 7-09.3 Construction Requirements GRNRA Storm Water Force Main/Almaroof 7 - 15 March 11, 2019 Project Number: 17-3012.2 SECTION 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or "pig" drawn continuously through them to remove all possible debris prior to flushing and disinfection. GRNRA Storm Water Force Main/Almaroof 7 - 16 March 11, 2019 Project Number: 17-3012.2 SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(23) Hydrostatic Pressure Test Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests to be taken by the Water Department. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. The Contractor may elect to contract with a City-approved lab for the tests. Contractor shall pay for purity tests as required by the City. The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. GRNRA Storm Water Force Main/Almaroof 7 - 17 March 11, 2019 Project Number: 17-3012.2 SECTION 7-09,3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable "HACH" kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlorinate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651 . This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent CI), in accordance with AWWA Standard C651 . Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: GRNRA Storm Water Force Main/Almaroof 7 - 18 March 11, 2019 Project Number: 17-3012.2 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.3(l) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) I nstallation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4M shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in GRNRA Storm Water Force Main/Almaroof 7 - 19 March 11, 2019 Project Number: 17-3012.2 Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit price bid per each for "Replace Existing Valve Box Top Section and Lid and Adjust to Finished Grade" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt/cement concrete is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7M. DIVISION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-13 ADJUSTING WATER MAINS GRNRA Storm Water Force Main/Almaroof 7 - 20 March 11, 2019 Project Number: 17-3012.2 7-13.1 Description This work shall consist of adjusting water mains where shown on the plans or as staked by the Engineer to avoid conflicts with existing or proposed improvements. 7-13.2 Materials All materials shall meet the requirements of Section 7-09 of the WSDOT Standard Specifications. 7-13.3 Construction Details Adjusting water mains shall be accomplished by deflecting the joints of existing pipes where feasible and by standard fittings where deflection of joints is deemed not feasible by the Engineer. The Contractor shall provide standard fittings and temporary or permanent blocking when required by the Engineer to safely accomplish the adjusting of water mains. Where field conditions require deflections or special fittings not anticipated by the plans, the Engineer will determine the methods to be used. Water mains shall be adjusted to the satisfaction of the Engineer, but shall generally be provided with a minimum of one-foot clearance vertically and two-foot clearance horizontally. Use of lesser clearances will require the approval of the Engineer. Whenever it becomes necessary to cut the pipe or separate the water main at a joint, the provisions of Section 7-09 shall be met by the Contractor. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. GRNRA Storm Water Force Main/Almaroof 7 - 21 March 11, 2019 Project Number: 17-3012.2 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops................... 9-30.6(2) Polyethylene Pipe.................... 9-30.6(3)B Service Fittings....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. GRNRA Storm water Force Main/Almaroof 7 - 22 March 11, 2019 Project Number: 17-3012.2 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-1 OM and 3-11 M. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a "tail run" section of service pipe two feet long from the water meter setter to the property or easement line. This "tail run" section shall have a union fitting on the end of the "tail run", shall be indicated with a 2 x 4 stake marked with the legend "WATER" and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from GRNRA storm water Force Main/Almaroof 7 - 23 March 11, 2019 Project Number: 17-3012.2 the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-12. This work includes connection to the customer's service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter GRNRA Storm Water Force Main/Almaroof 7 - 24 March 11, 2019 Project Number: 17-3012.2 boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1 -04,1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Temporary Relocation of Existing Water Meter Assembly" constitutes complete compensation for the temporary relocation of the existing water meter assembly to keep the GRNRA Storm water Force Main/Almaroof 7 - 25 March 11, 2019 Project Number: 17-3012.2 service line operating during construction and reinstalling the water meter back in the original location after completion of construction including, but not limited to, removing and cleaning the meter assembly, reinstalling the meter assembly, reconnecting to the service line pipe, all excavation, backfill, restoration, pipe fittings or adaptors, adjusting to finished grade, flushing, disinfection and testing of the service connection. GRNRA Storm water Force Main/Almaroof 7 - 26 March 11, 2019 Project Number: 17-3012.2 D I V I S I ON 8 M I SCELLANEOUS CONSTRUCTION 8-01 EROS I ON CONTROL AND WATER POLLUT I ON CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. GRNRA Storm Water Force Main/Almaroof 8 - 1 March 11, 2019 Project Number: 17-3012.2 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2, RCW 90.48.080 Discharge of pollutants in waters prohibited GRNRA Storm water Force Main/Almaroof 8 - 2 March 11, 2019 Project Number: 17-3012.2 3. City of Kent 2017 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION B-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. GRNRA Storm Water Force Main/Almaroof 8 - 3 March 11, 2019 Project Number: 17-3012.2 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1 . Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. GRNRA Storm Water Force Main/Almaroof 8 - 4 March 11, 2019 Project Number: 17-3012.2 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1 ,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 5-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section GRNRA Storm Water Force Main/Almaroof 8 - 5 March 11, 2019 Project Number: 17-3012.2 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets GRNRA Storm Water Force Main/Almaroof 8 - 6 March 11, 2019 Project Number: 17-3012.2 and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H I nspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. GRNRA Storm Water Force Main/Almaroof 8 - 7 March 11, 2019 Project Number: 17-3012.2 SECT/ON 8-01-5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project, and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADS 1 DE RESTORAT 1 ON SECT/ON 8-02.1 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECT/ON 8-02.1 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT/ON: 8-02.1 (1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. GRNRA storm water Force Main/Almaroof 8 - 8 March 11, 2019 Project Number: 17-3012.2 All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture............................. 9-14,4(9) Erosion Control Devices ............................. 9-14.5 Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 TreeTies ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not GRNRA Storm Water Force Main/Almaroof 8 - 9 March 11, 2019 Project Number: 17-3012.2 being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55M. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. SECTION 8-02.3(11) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. GRNRA Storm Water Force Main/Almaroof 8 - 10 March 11, 2019 Project Number: 17-3012.2 SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.303) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.4 Measurement Topsoil Type A will be measured by the cubic yard of material furnished on the project. "Tree Planting and Staking" shall be measured per each. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: GRNRA Storm Water Force Main/Almaroof 8 - 11 March 11, 2019 Project Number: 17-3012.2 8-02.5 Payment The unit contract price per each for "Tree Planting and Staking" constitutes complete compensation for all labor, materials, tools and equipment necessary for planting and staking street trees in accordance with the plans and the Kent Special Provisions. This item includes but is not limited to root barriers, mulch, fertilizer, watering, water tubes, planting mixture, tree ties and stakes, and for watering and maintaining trees for a period of not less than two calendar years. The unit contract price per cubic yard for "Topsoil A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Wood Chip Mulch" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. The bid item "Landscape Restoration" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, materials, tools and equipment necessary for removing, storing and replanting the existing plants in those areas where landscaping was removed to facilitate the installation of the force main storm sewer pipe, conduits, and junction boxes. This item includes, but is not limited to shrubs, deciduous trees and ground cover for the restoration. A list of those plant material items being removed and replanted are to be provided by the Contractor and shall be given to the Engineer for review and approval prior to installation. 8-03 1 RR I GAT I ON SYSTEMS SECTION 8-03. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.1 Description The work shall also consist of removal and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems may exist at various locations within the project area. The design and actual configuration of these systems is unknown. AS these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. GRNRA Storm Water Force Main/Almaroof 8 - 12 March 11, 2019 Project Number: 17-3012.2 SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.3 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION 8-03 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation Systems Removal Repair and/or Modification" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials and equipment necessary to complete the work described above as approved by the City. This item also includes all costs to test the existing irrigation system to determine if the system is operational. If the Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractor's sole expense. This item also includes all costs to submit plans and obtain approval from the City for the work to be completed. 8-04 CURBS, GUTTERS AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. Cement Concrete Curb and Gutter, 8 Inch Depth, Reinforced shall be constructed according to Kent Standard Plan 6-43M. SECTION 8-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-04.3(3) Painting of Curbs GRNRA Storm Water Force Main/Aimaroof 8 - 13 March 11, 2019 Project Number: 17-3012.2 Concrete curbing shall be painted with two full coats of appropriate color paint (Yellow, Red, or White), using Low VOC Solvent Based Paint conforming to Section 9-34, wide enough to completely cover the concrete curbing without painting adjacent surfaces. Prepare existing curbing to be painted by removing organic material near the curb, scrape off existing loose paint, and clean oil spills. The paint can be applied by brush or spray. The second coat shall have glass traffic paint beads sprinkled in the wet paint at the rate of 12 pounds per 100 linear feet of curbing. The beads shall conform to the requirements of Section 9-34.4. SECT/ON 8-04.4 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.4 Measurement The measurement for "Painting Traffic Curb" will be based on the length of painted curb in accordance with Section 8-04.3(3) and accepted by the Engineer. No additional measurement will be made for curbing painted on both sides of the curbing. SECT/ON 8-04.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Cement Concrete Curb and Gutter" "Cement Concrete Traffic Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. These bid items shall also include all materials, labor, tools and equipment required to paint the curb as needed (in the locations and colors specified in the plans) in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for "Cement Concrete Curb and Gutter, 8 Inch Depth Reinforced" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. These bid items also includes supplying and installing the reinforcing steel in accordance with the plans, specifications and as directed by the Engineer. "Painting Traffic Curb," per linear foot GRNRA Storm Water Force Main/Almaroof 8 - 14 March 11, 2019 Project Number: 17-3012.2 8-06 CEMENT CONCRETE DR 1 VEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43M. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43M. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plan 6-74M. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to GRNRA Storm Water Force Main/Almaroof 8 - 15 March 11, 2019 Project Number: 17-3012.2 be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73M, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. GRNRA Storm Water Force Main/Almaroof 8 - 16 March 11, 2019 Project Number: 17-3012.2 8-10 GU I DE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing traffic plastic curb with flexible posts. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials Plastic Curb shall be "Impact Recovery Systems- Tuff Curb" or approved equal. Flexible Post shall be "Impact Recovery Systems- Tuff Post -Flexible Posts" or approved equal. The flexible posts shall be consisting of a post and fixed base connected by anti-twist reactive spring assembly to return the post to upright position after impact. The post shall be manufactured by flexible polypropylene plastic, 2.375- inch diameter, yellow color, and 36-inch height with black cap on Tops, with two bands of diamond grade yellow reflective bands. Plastic Curb section shall be (40"xl2"x3.5") consisting of yellow curb with two yellow raised pavement markers, and fixed bases. One flexible post shall be installed in each plastic curb section. SECTION 8-10.3 is SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements Plastic Curb and Flexible post components shall be installed and connected together according to the manufacturer's instructions. The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. The plastic curb shall be installed by using anchors. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement Flexible post will be measured by the unit for each flexible post furnished and installed. GRNRA Storm Water Force Main/Almaroof 8 - 17 March 11, 2019 Project Number: 17-3012.2 Plastic curb shall be measured by linear foot along the line of complete plastic curb including the tapered end cap. SECT/ON 8-10.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.5 Payment The unit bid per each for "Flexible Post" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the flexible post as shown on the drawings and in accordance with the Kent Special Provisions. The unit bid per linear foot for "Plastic Curb" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the plastic curb with tapered ends as shown on the drawings and in accordance with the Kent Special Provisions. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECT/ON 8-12.1 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. This work consists of furnishing and constructing a wooden split-rail fence as detailed in Kent Standard Plan 5-29M. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Remove fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECT/ON 8-12.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove Wooden Fence" "Install New Wooden Split-Rail Fence" The unit bid price per linear foot for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary for performing the work as shown on the drawings and in accordance with the Kent Special Provisions. GRNRA Storm Water Force Main/Almaroof 8 - 18 March 11, 2019 Project Number: 17-3012.2 8-14 CEMENT CONCRETE S I DEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. GRNRA storm Water Force Main/Almaroof 8 - 19 March 11, 2019 Project Number: 17-3012.2 SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: The unit bid per square yard for "Cement Concrete Sidewalk" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. 8-20 ILLUMINATION. TRAFFIC SIGNAL SYSTEMS INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL GRNRA Storm Water Force Main/Almaroof 8 - 20 March 11, 2019 Project Number: 17-3012.2 SECTION 8-20. 1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format I ES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. S. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.30) Conduit THE SECOND PARAGRAPH IS REPLACED /N ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK GRNRA Storm Water Force Main/Almaroof 8 - 21 March 11, 2019 Project Number: 17-3012.2 SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1 (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 — coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.120) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 16 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. I TEM 9 AND I TEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: GRNRA Storm Water Force Main/Almaroof 8 - 22 March 11, 2019 Project Number: 17-3012.2 Loop sealant shall be CrafcoTm Loop Detector Sealant 271 , or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-in Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B — A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.4 Measurement The length of "4 Inch Diameter Schedule 80 PVC Conduit with Tracer Wire and Pull Rope for Future Use" will be the number of linear foot of the PVC conduit installed with the tracer wire and pull rope (No measurement for the additional length of the tracer wire and the pull rope inside the junction boxes for connections). SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Adjust Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. GRNRA Storm Water Force Main/Almaroof 8 - 23 March 11, 2019 Project Number: 17-3012.2 The unit contract price per lineal foot for "4 Inch Diameter Schedule 80 PVC Conduit with Tracer Wire and Pull Rope" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the tracer wire, 4" conduits, and pull rope at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to the junction boxes. Additional length of the tracer wire and the pull rope inside the junction box will be incidental with the bid item price. The unit bid per each for "Junction Box. Tvpe 1" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and install the junction box, including but not limited to excavation, backfill, dewatering if necessary setting to grade, slip-resistant surface, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. Junction box lid shall be welded shut after acceptance. The unit bid per each for "Junction Box, Type 2" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and install the junction box, including but not limited to excavation, backfill, dewatering if necessary setting to grade, slip-resistant surface, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. Junction box lid shall be welded shut after acceptance. The unit contract price per each for "6 Foot Diameter Traffic Loop" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: remove existing traffic loop, saw cutting the pavement, the first 30 lineal feet of lead-in wire, sealing, connect new wiring to existing home run cable, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. The unit contract price per lineal foot for "Additional Lead-In Wire" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid shall include but not be limited to: saw cutting the GRNRA Storm Water Force Main/Almaroof 8 - 24 March 11, 2019 Project Number: 17-3012.2 pavement, wiring, sealant, connect new wiring to existing home run wire, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. NOTE: This bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 30' of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.2 Materials Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2" square with 7/16" diameter pre-punched holes on 1" center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 1/2" x 2 '/2" square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. 8-21.3 Construction Requirements All sign post shall be installed on cement concrete foundation and post anchor per Kent Standard Plan 6-82aM. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1-8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal GRNRA Storm Water Force Main/Almaroof 8 - 25 March 11, 2019 Project Number: 17-3012.2 Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240t" Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. All signs that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Permanent Signing" shall also constitutes complete compensation for all labor, tools materials, hardware, supplies and equipment necessary to supply and install traffic sign shown on the plans and described in the specifications. This bid item includes but is not limited to: excavation, backfilling, concrete foundation, and supplying and installing the sign, and post. Reference Kent standard plan 6-82aM and the construction plans for post, sign, and foundation details. 8-22 PAVEMENT MARK I NG SECTION 8-22. 1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75M. GRNRA Storm Water Force Main/Almaroof 8 - 26 March 11, 2019 Project Number: 17-3012.2 THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols with Arrows • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Profiled Plastic lane lines • Plastic flat long lines • Profiled Plastic Skip Lane Line • Profiled Plastic wide lane lines • Plastic Bike Lane Lines • Plastic Dotted Bike Lane Line • Profiled Plastic Double Yellow Center Line • Profiled Plastic Two-Way Left Turn Lane Lines • Plastic Traffic Arrows • Plastic Traffic Letters • Plastic Railroad Crossing Markings • Plastic Double Dotted Extension Line Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied GRNRA Storm Water Force Main/Almaroof 8 - 27 March 11, 2019 Project Number: 17-3012.2 at a temperature between 375 OF to 450 OF (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(54°C), and show no deformation or flaking at temperatures between —10 OF to 140 OF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). 8-22.3 Construction Requirements SECTION 8.22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02 SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces GRNRA Storm Water Force Main/Almaroof 8 - 28 March 11, 2019 Project Number: 17-3012.2 The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION B-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. GRNRA Storm Water Force Main/Almaroof 8 - 29 March 11, 2019 Project Number: 17-3012.2 Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent to general-purpose lanes. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75M. Plastic Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 12-foot unit consisting of a 3-foot line and a 9-foot gap. Plastic Double Dotted Extension Line — Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on a 8-foot unit consisting of a 2-foot lines and a 6-foot gap. SECTION B-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION B-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. GRNRA Storm Water Force Main/Almaroof 8 - 30 March 11, 2019 Project Number: 17-3012.2 Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. Measurement of profiled plastic double yellow center paint stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. "Plastic Bike Lane Line" The measurement for the above items will be based on the total length of each plastic line installed. Measurement of Plastic Bike Lane Symbol with Arrow shall be measured by each completed bike symbol with arrow. GRNRA Storm Water Force Main/Almaroof 8 - 31 March 11, 2019 Project Number: 17-3012.2 The measurement for Plastic Dotted Bike Lane Line shall be measured by the completed linear foot. No deduction will be made for the unmarked area; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of Plastic Double Dotted Extension Line shall be measured by the completed linear foot of two broken 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. SECTION 8-22,5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1 , for each of the following bid items that are included in the Proposal: "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Wide Lane Line," per linear foot "Plastic Bike Lane Line," per linear foot "Plastic Bike Lane Symbol with Arrow," per each "White Parking Stall Paint Stripe" per linear foot. "Plastic Dotted Bike Lane Line," per linear foot "Plastic Double Dotted Extension Line," per linear foot 8-23 TEMPORARY PAVEMENT MARK I NGS THE FIRST PARAGRAPH OF SECTION 8-23. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. GRNRA Storm Water Force Main/Almaroof 8 - 32 March 11, 2019 Project Number: 17-3012.2 SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the contract. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. Patching material shall be incidental with this bid item price. GRNRA Storm Water Force Main/Almaroof 8 - 33 March 11, 2019 Project Number: 17-3012.2 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone 253-856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign shall be 4 feet high by 8 feet wide laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 1 nstallation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when included in the Proposal: GRNRA Storm Water Force Main/Almaroof 8 - 34 March 11, 2019 Project Number: 17-3012.2 The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-31 BORED OR JACKED CROSSINGS 8-31.1 Description The Contractor shall jack, drive or auger a steel casing pipe where shown on the plans in accordance with applicable portions of the following specifications except as herein modified or supplemented: "Jacking Culvert Pipe Through Fills", prepared by the American Railway Engineering Association and published in 1962 (or current edition). The specified utility pipe shall then be installed within the steel casing pipe. 8-31.2 Materials The steel casing pipe shall be watertight and capable of withstanding an H2O highway load or an E80 railroad load, the backfill load, and the forces exerted by the boring operation. Minimum inside diameter of the casing pipe shall be as shown on the plans. Exact wall thickness and shall be determined by the Contractor and approved by the City (the minimum accepted steel casing wall thickness is 0.5 inch). Thejoints of the steel casing shall be welded 360°. 8-31.3 Construction Requirements The steel casing pipe shall be jacked, driven or augered through the grade at a distance below the surface of the ground as shown on the plans. The casing pipe shall extend to the limits as shown on the plans. During jacking, augering, or tunneling operations, care shall be exercised to prevent caving ahead of the pipe which will cause voids outside the pipe. If voids occur, the Contractor shall backpack the voids with sand and pea gravel and fill the voids with a pumped Portland cement grout. All voids shall be filled to the satisfaction of the Engineer. The carrier pipe(s) shall be skidded into position inside the casing pipe. The annular space between the pipe and the casing pipe shall be filled by blowing sand. Care shall be exercised to insure that the entire space is filled and that the pipe is not disturbed during the placement of the GRNRA Storm Water Force Main/Almaroof 8 - 35 March 11, 2019 Project Number: 17-3012.2 backfill between the pipe and the casing. The Contractor shall remove the pipe and reinstall it if the pipe is not within the tolerances shown on the drawings and as specified. 8-31.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid item when they are included in the Proposal: The lump sum price bid for the "Bored or Jacked Crossing of Existing 4'x8' Cement Concrete Box Culvert" shall constitute complete compensation for all work, labor, materials, and equipment required for installing the crossing as shown on the plans and as described in these specifications. This work includes but is not limited to furnishing and installing the steel casing pipe including receiving pits, shoring, protection of private or public utilities or structures during contstruction, filling of the annular space between the carrier pipe and the steel casing, casing spacers, runners, and casing end seals. 8-32 UNDERGROUND I NG OF ELECTRICAL FACILITIES 8-32.2 Materials The backfill material for trench and vault excavations shall conform to the requirements of Gravel Borrow except, the maximum size stone shall not exceed 4 inches. 8-32.3 Construction Requirements 8-32.30) Vault Excavation See Section 2-09 of the WSDOT Standard Specifications, except as herein modified and/or supplemented. Where indicated on the plans or where directed by the Engineer, excavation and foundation preparation required for the installation of electrical and telephone vaults and electrical and telephone handholes by the serving utility, shall be performed by the Contractor. The foundation shall consist of a six (6) inch thick layer of crushed surfacing top course (5/8 minus) compacted to 95 percent maximum density measured in accordance with Section 2-03.3(14)D of the WSDOT Standard Specifications by use of compaction equipment specified in Section 2-09 of the WSDOT Standard Specifications. The excavation shall be backfilled in conformance with the requirements of Section 2-09 of the WSDOT Standard Specifications. 8-32.3(2) Trench Excavation and Backfill for Electrical, Telephone and TV The excavation required for the installation of electrical, telephone and TV conduit and cable to be installed by the serving utility shall be performed by the Contractor. The trenches shall not be excavated GRNRA Storm Water Force Main/Almaroof 8 - 36 March 11, 2019 Project Number: 17-3012.2 wider than necessary for the proper installation of the electrical, TV and telephone appliances. The excavation shall be backfilled in conformance with other applicable requirements as outlined elsewhere in these Kent Special Provisions and WSDOT Standard Specifications. Typical trench details are shown on the plans. It shall be the Contractor's responsibility to coordinate its work with the serving utility prior to and during construction and shall protect the owner against any and all damages arising therefrom. B-32.3(4) Backfill for Electrical, Telephone and TV Trench Wherever a trench is excavated in a paved roadway, sidewalk or other areas where minor settlement would be detrimental and where the native excavated material is not suitable for compaction as backfill, the trench shall be backfilled with the specified granular backfill, as the Engineer may direct. The backfill material shall be placed in successive layers, not exceeding twelve (12) inches in loose thickness, each layer shall be compacted to at least 95 percent of maximum dry density in accordance with ASTM D-1557. B-32.3(5) Trench Restoration For undergrounding outside of the street construction limits, pavement patching shall be accomplished in accordance with applicable portion of these WSDOT Standard Specifications and General Special Provisions. The Contractor shall also restore to a condition equal to the original condition, improvements such as pavement markings, trees, signs, sidewalks, curbs and other underground utilities, etc., which were damaged or removed during construction in accordance with the section for general restoration of the General Special Provisions. B-32.3(6) Removal of Overhead Electrical Distribution System The Contractor should be aware that once the underground electrical distribution system is energized, the adjacent property owners have ninety (90) days from date of their notification to convert to the underground system. Removal of the overhead electrical distribution system cannot take place until all respective service conversions have been completed. No compensation will be granted to the Contractor for delays attributed to the conversion. GRNRA Storm Water Force Main/Almaroof 8 - 37 March 11, 2019 Project Number: 17-3012.2 DIVISION 9 --MATERIALS 9-02 B I TUM 1 NOUS MATER 1 ALS SECTION 9-02.9(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-02.1(4) Performance Graded Asphalt Binder (PGAB) Performance Graded (PG) Asphalt Binder PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall meet the following requirements: Additional Requirements by Performance Grade (PG) Asphalt Binders Property Test PGS8H-22 PGSBV-22 PG64H-28 PG64V-28 Method RTFO Residue: Average AASHTO T Percent 350' 30% Min. 25% Min. 30% Min. Recovery P 3.2 kPa 'Specimen conditioned in accordance with AASHTO T 240 - RTFO. The RTFO Jnrdi f and the PAV direct tension specifications of AASHTO M 332 are not required. 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% GRNRA Storm Water Force Main/Almaroof 9 - 1 March 11, 2019 Project Number: 17-3012.2 US No. 200 7.5 max. % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class I I Foundation Material Class I and Class I I shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations: GRNRA Storm Water Force Main/Almaroof 9 - 2 March 11, 2019 Project Number: 17-3012.2 Percent Passing Sieve Size Class I Class 11 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-05 DRAINAGE STRUCTURES AND CULVERTS SECTION 9-5.23 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-05.23 High Density Polyethylene Storm Sewer Pipe HDPE pipe shall be manufactured from resins meeting the requirements of ASTM D3350 and meet or exceed a cell classification of 445574C, and a plastic Pipe institute (PPI) designation of PE 4710. The pipes shall have a minimum dimension ratio (DR21) (100 PSI), IPS, smooth wall, and (outside diameter 30 inch). HDPE pipe shall be joined into a continuous length by using a (Butt- Fusion)joint method. The joints shall not create an increase in the outside diameter of the pipe. GRNRA Storm Water Force Main/Almaroof 9 - 3 March 11, 2019 Project Number: 17-3012.2 Joints to be welded by butt fusion shall meet the requirements of ASTM F2620 and the manufacturer's recommendations. Fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, fusion temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment equipped with a Data Logger. Temperature, fusion pressure, and a graphic representation of the fusion cycle shall be part of the Quality Control records. Joint strength shall be equal to or greater than the tensile strength of the pipe. Fittings shall be manufactured from the same resins and cell classification as the pipe. Butt fusion, saddle fusion, MJ adapter fittings, and flanged adapters shall have a manufacturing standard of ASTM D3261 . HDPE pipe may be joined together through the use of electrofusion fittings or flange adapters with back-up rings only where directed by the Engineer or shown on the plans. The supplier shall furnish a Manufacturer's Certification of Compliance stating that the materials meet the requirements of ASTM D3350 with the correct cell classification with the physical properties listed above. The supplier shall certify that the dimensions meet the requirements of ASTM F714 or as indicated in this Specification or the Plans. The Contractor shall be responsible for field set-up and performance of the fusion equipment and the fusion procedure used by the operator. The Contractor shall verify the fusion quality by making and testing per the Manufacturer's recommended qualification procedure. The Contractor shall be responsible for the necessary adjustments to the set-up, equipment, operation and fusion procedure. Fusions that fail the qualification procedure shall be remade. Hydrostatic testing shall be conducted in accordance with the Manufacturer's recommended testing procedures. The test pressure shall be 80 psi. At the time of manufacture, each lot of pipes, and fittings shall be inspected for defects and tested for Elevated Temperature Sustained Pressure in accordance with ASTM F714. The Contractor shall not install any pipe that is more than 2 years from the date of manufacture. At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, and free of cracks, holes, foreign materials, blisters, or deleterious faults. Pipe shall be marked at 5-foot intervals or less with a coded number that identifies the manufacturer, DR, size, material, machines, and date on which the pipe was manufactured. GRNRA Storm Water Force Main/Almaroof 9 - 4 March 11, 2019 Project Number: 17-3012.2 SECTION 9-5.30 IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-5.30(1) Casing Spacers The Spacers shall be constructed of circular stainless-steel bands, which bolt together forming a shell around the carrier pipe. The spacers shall be designed with risers and runners to support the carrier pipe within the casing and maintain a minimum clearance of 1 .00" between the casing ID and the spacer OD. The spacer shall contain a minimum four riser and runner combinations - two on each half. Stainless steel bolts, nuts and washers shall be used with the casing spacers. The band shall be manufactured of 12" wide 14-gauge T-304 stainless steel. The risers shall be constructed of 10-gauge T-304 stainless steel having a minimum length of 10". Abrasion resistant runners, having a minimum length of 11 " and a minimum width of 2", shall be attached to each riser to minimize friction between the casing pipe and the force main pipe as it is installed. Interior surfaces of the circular stainless-steel band shall be lined with PVC, or EPDM alternate, having a minimum thickness of .090" with a hardness of Durometer "A" 85-90. The runners shall be attached to support structures (risers) at appropriate positions to properly support the carrier pipe(s) within the casing pipe and to ease installation. All risers shall be welded to the band by MIG welding. One Spacer shall be placed not more than one foot from each end of the casing; subsequent spacers shall be placed per the manufacturer recommendation. 9-5.30(2) Casing End Seals Cluster end seals shall be made from a minimum 1/8" thick Neoprene rubber. End seals shall be secured with stainless steel banding with 100% non-magnetic worm gear mechanism '/2" wide minimum. End seals shall be secured with stainless steel banding around the steel casing and each of the carrier pipes with a separate band for each pipe. 9-13 RIPRAP QUARRY SPALLS SLOPE PROTECTION AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: GRNRA Storm Water Force Main/Almaroof 9 - 5 March 11, 2019 Project Number: 17-3012,2 Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Topsoil SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1 . The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 — 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9-14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or GRNRA Storm Water Force Main/Almaroof 9 - 6 March 11, 2019 Project Number: 17-3012.2 project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECT/ON 9-14. 1(1) /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT/ON: 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve .............................. 15% maximum SECT/ON 9-14.2 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) GRNRA Storm Water Force Main/Almaroof 9 - 7 March 11, 2019 Project Number: 17-3012.2 Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade GRNRA Storm Water Force Main/Almaroof 9 - 8 March 11, 2019 Project Number: 17-3012.2 name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.6 Plant Materials 9-14.6(1) Description SECTION 9-14.6(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.6(1)A Street Trees The following approved street tree species to be used for tree planting: Norwegian Sunset Maple, (Acer truncatum x Acer plantanoides 'keithsform') 1.5 Inch-2.5 inch caliper. 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: GRNRA Storm Water Force Main/Almaroof 9 - 9 March 11, 2019 Project Number: 17-3012.2 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at 253-856-5127. 9-16 FENCE AND GUARDRAIL 9-16.1 Chain Link Fence and Gates SECTION 9-16. 1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1 (1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). GRNRA Storm Water Force Main/Almaroof 9 - 10 March 11, 2019 Project Number: 17-3012.2 Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of V-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL ELECTRICAL SECTION 9-29. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, 1 nnerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. GRNRA Storm Water Force Main/Almaroof 9 - 11 March 11, 2019 Project Number: 17-3012.2 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)1 Twisted-Pair Communication Cable Replace "AWG 22" with "#AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.12 Electrical Splice Materials SECTION 9-29. 12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTM 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29. 12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch'11#06147 Electrical Moisture Sealant, or approved equal. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: GRNRA Storm Water Force Main/Almaroof 9 - 12 March 11, 2019 Project Number: 17-3012.2 9-30.1 (1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21 .11 . Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C115/A21 .15. 9-30.3 Valves SECTION 9-30.3(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7M. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. GRNRA Storm Water Force Main/Almaroof 9 - 13 March 11, 2019 Project Number: 17-3012.2 A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4M. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7M. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, M & H 929, or Mueller Super Centurion. SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1 M. Valves and Nozzles — Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). GRNRA Storm Water Force Main/Almaroof 9 - 14 March 11, 2019 Project Number: 17-3012.2 Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). SECTION 9-30.5(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.5(6) Guard Posts Guard posts shall be constructed of Class 3000 cement concrete; shall be 6-feet long and 9-inches in diameter; shall have 5 equally spaced number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and shall otherwise conform to Kent Standard Plan 3-3M. The FOG-TITE hydrant guard post is the pre-approved guard post. All other posts require the approval of the Engineer. SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Cor oration Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 112 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. GRNRA Storm Water Force Main/Almaroof 9 - 15 March 11, 2019 Project Number: 17-3012.2 SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Pipe Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901 , AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi. Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer's product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or 0-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch I nsert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 GRNRA Storm Water Force Main/Almaroof 9 - 16 March 11, 2019 Project Number: 17-3012.2 Pack Joint Couplings The following table is a summary of Ford packjoint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 112 inch 1 112 inch 684-77 2 inch 2 inch Ford Pack Joint for Poll eth Ilene Pipe Ford Model Number Male Iron Pi a P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-I DR7 1 1/2 inch 1 112 inch C86-77-IDR7 1 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-1 1-44 1 1/2 inches Ford VBH76-153- 11-66 L/BP 2 inch Ford VFH77-1513-11-77 L/BP SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(7) Meter Boxes GRNRA Storm Water Force Main/Almaroof 9 - 17 March 11, 2019 Project Number: 17-3012.2 Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turning areas Meter Box Meter Size Location Type 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 ' All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1324B-1 L inch 1 1/4 inch to 2 inch Carson 1730C-1 B for 15 inch high Carson 1730D-1 B for 18 inch high Green solid lid 1730-P21- SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. GRNRA Storm Water Force Main/Almaroof 9 - 18 March 11, 2019 Project Number: 17-3012.2 All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invens s SR 3/4 inch Invens s SR 1 inch Invens s SR 1 1/2 inch I nvens s SR 2 inch Invens s SR 3 inch to 6 inch Invens s SRH Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. GRNRA Storm Water Force Main/Almaroof 9 - 19 March 11, 2019 Project Number: 17-3012.2 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-7M Valve Box and Operating Nut Extender 3-10M Service Connection 1 " Service 3-1 1 M Service Connection 1-1/2" and 2" Service 3-15M Irrigation/Booster Pump Installation SEWER 4-5M Manhole Grade Ring, Safety Steps & Ladder STORM 5-24M Tree Planting 5-29M Split Rail Fence 5-31 M Filter Fabric Fence STREET 6-33M Cement Concrete Curbs 6-35M Expansion and Contraction/Control Joints 6-43M Commercial Cement Concrete Driveway Approach 6-71 bM Pedestrian Barricades (sheet 2 of 2) 6-74M Typical Lane Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-79M Typical Bike Lane Markings 6-82aM Sign Post Installation Type A 6-93 Standard Junction Box, Types 1 & 2 (2 sheets) 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement GRNRA Storm Water Force Main/Almaroof A - 1 March 11, 2019 Project Number: 17-3012.2 OLYMPIC FOUNDRY VB C/L 940 WITH TWO(2)INCH "DEEP SKIRT"COVER. THE COVER SHALL BE SLOPE AWAY 2%MAX(TYP) MARKED"WATER". SEENOTES 3,4,AND 5. 3' 4" 0 SEE NOTE 3 ro c a a a ° °d d CARE SHALL BE TAKEN IN T d T ° ° ° d BACKFILL OPERATIONS ° ENSURING OPERATING NUT r� WATER MAIN IS IN CENTER AT ALL TIMES `�' 4 WATER a °L__j DIRECTION BASE SECTION: RICH 24" I OPERATING ? b P d VALVE BOX BOTTOM NUT EXTENDER °�__ _____ OLYMPIC N0.VB1C OR I AS NEEDED ° a Q° N PRE-APPROVED EQUAL AND (BELOW RIGHT) ° ° a SHALL BE COMPATIBLE LL' WITH TOP SECTION of 3'x3'x4"THICK CONCRETE (3,000 PSI)PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 4 2"SQUARE OPERATING NUT ROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK 0 = w VALVE BOX WITH z o z OPERATING NUT EXTENDER w cn a NOTES: 3/4" SOLID 1. EXTENSIONS ARE REQUIRED WHEN STEEL ROD. VALVE NUT IS MORE THAN THREE(3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO(2) COATS OF METAL PAINT. 3. EARS, LUGS OR STAINLESS CAP OPERATING NUT EXTENDER SCREWS(TRANSMISSION MAINS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ONLY)ON COVER SHALL BE ALIGNED AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH DIRECTION OF WATER FLOW, �Y F REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SEE PLAN VIEW. S�13 WAS�I�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4. FOR ADDITIONAL REQUIREMENTS AND G1o�� CITY OF KENT USE SEE CITY OF KENT DESIGN AND ENGINEERING DEPARTMENT CONSTRUCTION STANDARDS 3.19.8 Z VALVE BOX AND AND C OR KENT SPECIAL PROVISIONS KENT OPERATING NUT EXTENDER 9-30.3(4)AND(6). �� 38296 w� w—HINOTOM j�g'I,�L� '`V DESIGNED COK 5. VALVE BOX SHALL BE CENTERED OVER 1� DRAWN COK SCALE NONE STANDARD PLAN 2"SQUARE OPERATING NUT. SSIONAL E�� CHECKED DATE FEBRUARY 2018 3—]M APPROVED ENGINEER — , 3NIl 1N3W3Sd3'dO UdDdOid w �I I ao — — w ? z Ln � > aa � a L J I JUI m/s g avw LD QQ ac~no z o NIbW 2f31dM o g o z 0 0 K z Uwf— O w w J � � � UJI(nU O Yw W K p J UJI p W 0 f- � (n W W Z O Z >Lr) a = V1 J �I-- m J W W r- W W m Lu w Lu 0C7U � (wnvwi � � Lu0 Lij � z � a F tnz p � QQ 02a Zu � 0z O 0 z Q emu; ap z QW W o °; z � o } mc � W z x Lu w w W - w 0 _ O w 0 H U S w O Ln F 3NIl u- ; o z � Qz cLnn ¢ U N a Q Ew W U �` m z V W Q pW W 2o ua3doad � YW � N o -1 a- Wz w r p LL } W Ln N p -- z K W U Y N c0 u 0 (n 2: z m '""I LLr x ipU) W O � wZ � QE w0 w w U U 0 O a o J z a w (I. 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Lu Q W (n M 0 00 W = a w w w d 82 - w Z a w z (n w L� Q n IZ cn O F 0 J = 0 (n LUL d H Y Lu W O CO Z Z U Z w Z z � (nQ (n � > Q emu, < !;i � a CL z `n � Q � vi ww w0' 0 -, z0 QJ � a Ln J0 (n W W Y W W a 0 W N O K W Q J Z (na (nW aQ U (n .ti C..) �ip aI- o-Z.oz QQ W o 3GV219 G3HSINI3 MOIN Z z ^' "' "' O ^ °� -i w m NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT Q P AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE w z v w Sj�FRE�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT g � of was�I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 CITY OF KENT ENGINEERING DEPARTMENT KENT SERVICE CONNECTION W......... 1 SERVICE $T ll� DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN SgIONAL 1� CHECKED DATE EEBRUARY 2015 3-1 OM APPROVED ENGINEER METER BOX z SEE NOTE 4 0 z L w w 0- 0 cn Q a w 17-1/4"(2"MTR.) SIDEWALK SIDEWALK OR PLANTER STRIP 13-1/4" (1-1/2" MTR.) ST PLANTER STRIP CURB o SPACER PIPE 1' MAX FROM 7 6"MIN. o W/HOLE IN I PROPERTY LINE SPACER(DO NOT STREET (�P•) °' INSTALL GASKETS) ANGLE METER STOP WITH PADLOCK WINGS SINGLE CHECK ELL DRILL HOLE METER SETTER 8"TO 12"OF 5/8"GRAVEL FOR SEE NOTE 3 DRAINAGE AND BOX SUPPORT SEE NOTE 1 0 ADJUSTABLE BRACE O CUSTOMER SERVICE LINE TO (NO BY-PASS) HOUSE OR BUILDING,INSTALLED PACK JOINT UNDER PLUMBING PERMIT ADAPTER(TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 7.02.040 NOTES: SEE NOTE 9 1. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC I.P.S. HIGH DENSITY,CLASS 200 OR COATED BARE WIRE ENDS,FOR POLYETHYLENE PLASTIC PIPE ONLY. NO GREATER, POLYETHYLENE PIPE TO SPLICES ARE ALLOWED. PROPERTY LINE. (SEE KENT WATER SERVICE CODE SECTIONS 3.5.1) 2. FORD NO. FB-500 CORPORATION STOP OR APPROVED EQUAL. PERMANENTLY CONNECT 3. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH BARE WIRE END TO SADDLE OR STAINLESS STEEL HOSE CLAMPS. CORPORATION STOP 4. SEE SEC. 3.10 OR KSP 9-30.6(5)AND(7) FOR PRE-APPROVED METER BALL TYPE CORP. SETTERS AND METER BOXES. STOP W/M.I.P.T. ENDS SEE NOTE 2 5. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS /DOUBLE STRAP SEE NOTE 1 REQUIRED. SADDLE 6. PROVIDE A MINIMUM OF 8"CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES, 7. CENTER METER SETTER IN METER BOX; FRONT-TO-BACK, SIDE-TO-SIDE. 220 8. REDUCERS INSIDE SETTERS ARE NOT ALLOWED. HORIZONTAL CL 9• INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE METER SETTER BRACE EYES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER MAIN S�pF WASJ�'I j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. F.I.P.X POLYETHYLENE PIPE ti =�a �� CITY OF KENTENGINEERING DEPARTMENT PACK JOINT ADAPTER WITH STAINLESS STEEL INSERT KENT SERVICE CONNECTION W-HINOTON 1-1/2" AND 2" SERVICE 38296 9 w� �aI STD ��� DRAWN DESIGNED COK COK SCALE NONE STANDARD PLAN SgIONAL �Cs CHECKED DATE FEBRUARY 2018 3-1 1 M APPROVED ENGINEER TO LANDSCAPE P.R.V.IF REQUIRED IRRIGATION FOR IRRIGATION DOUBLE CHECK VALVE ASSEMBLY P.R.V.IF REQUIRED FOR BUILDING(SEE STANDARD DEDUCT METER PLAN 3-13) PROPERTY LINE OR EASEMENT LINE DOMESTIC INSTALL TEE _,---WATER IRRIGATION METER WATER METER AFTER PROPERTY LINE TYPICAL DEDUCT TYPICAL IRRIGATION/ INSTALLATION BOOSTER PUMP ONLY INSTALLATION I I IRRIGATION BOX, METER BOX SEE NOTE 2 6"VALVE BOX DEDUCT v �• o IMETER UNION (TYP.) QUICK COUPLER Go z ANGLE �— SWING METER ]OINT�` N STOP CHECK ELL DOUBLE IRRIGATION MAINLINE CHECK VALVE 6" (SIZE VARIES) ASSEMBLY PRESSURE REDUCING METER SETTER PIPE BRACE(OPTIONAL) a o VALVE LOCATION,IF REQUIRED FOR SERVICE LINE �12" LAYER IRRIGATION,PER FROM DOMESTIC PEA GRAVEL STANDARD PLAN 3-13 WATER NOTES: 1, DRAWINGS ARE ILLUSTRATIONS ONLY. SIZE OF METER AND INSPECTION LID BACKFLOW PREVENTER SHALL BE PER THE APPROVED PLANS (OPEN,TYP) 2. BOXES OR VAULTS SHALL BE PER SECTION 3.10.E. 3. BACKFLOW PREVENTION SHALL BE PER r---METER BOX SECTION 3.16 AND 3.18. 3.18 SHALL ONLY BE USED WHEN REQUIRED ON CITY OF KENT CAPITAL CONSTRUCTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT PROJECTS;SPECIFIC MATERIAL AND REy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA SIZE REQUIREMENTS WILL BE ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT IDENTIFIED ON THE PLANS AND/OR OF WA ENGINEER �f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONTRACT SPECIAL PROVISIONS, �, ��t� CITY KENT ENGINEERING DEPARTMENT 4. FOR IRRIGATION USE ONLY INSTALLATION.THE DCVA AND KENT IRRIGATION/BOOSTER PUMP IRRIGATION BOX SHALL BE w..x .o,o� INSTALLATION INSTALLED PRIOR TO THE METER �� 38296 w� BEING SET.THE DCVA CAN BE �� �aIST � �� DESIGNED CITY OF KENT SCALE NONE STANDARD PLAN �y (11 CERTIFIED AFTER INSTALLATION SIONAL �� DRAWN CITY OF KENT CHECKED DATE JANUARY, 2018 3-15 M OF THE METER, APPROVED ENGINEER 1" RADIUS 3" 12"MIN. 12" MIN. _F 4 3" 6 1/2 3 1/2 12" MIN. SEE NOTE 4 DROP RUNG HANDHOLD MANHOLE STEP 11 3/4"MIN. a CENTER TO CENTER 12"MIN. 6" SEE NOTE 4 5" 9 1/2" MIN. SEE NOTE 4 MANHOLE STEP SEE NOTE 5 GALVANIZED DROP RUNG MANHOLE STEP GALVANIZED PREFABRICATED LADDER 12" 11 1/2" ol 12" SEE NOTE 4 it3/4"MIN. CE O CENTER 9 1/8" FOR STEP 6 1/8"FOR HANDHOLD 6" FOR STEP 3" FOR HANDHOLD SEE NOTE 5 POLYPROPYLENE DROP RUNG MANHOLE STEP POLYPROPYLENE PREFABRICATED LADDER NOTES: 1. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478.AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND 5 24" 5" ASTM A-615 FOR 1/2"GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. _ v 2. PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL. #4 BAR --�3. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY 1"CLEARANCE RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME. GRADE RING 4. PENETRATION OF OUTER WALL BY A STEP LADDER OR LADDER LEG IS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT PROHIBITED. USE FLANGED END FOR BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY BOLTING TO WALL IN STORM DRAINAGE THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON APPLICATIONS. S�oF REY FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON 5. EMBED FOOT OF GALVANIZED REQUEST. PREFABRICATED LADDER IN CONCRETE F� �a? �0 1�J CITY OF KENT IN POURED OR CHANNELED FLOOR. Z ENGINEERING DEPARTMENT 6. MANHOLE STEPS OR LADDERS ARE NOT KENT MANHOLE GRADE RING, REQUIRED WHEN THE COVER TO �� 38296 w� WASHINGTON SAFETY STEPS & LADDER BOTTOM OF MANHOLE IS LESS THAN 4'. O� �GjST � w NAL �' � DRAWN DESIGNED COK SC COK ALE NONE STANDARD PLAN CHECKED DATE 9 016 4-5 M ENGINEER APPROVED TREE TIE SHALL NOT CONSTRICT TREE DEVELOPMENT PLACE TOP OF ROOTBALL 1"ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH, STAKE ONLY IF NECESSARY POTTING SOIL SHOULD BE VISIBLE (TYPICALLY IF TREE IS GREATER THAN 4'TALL) 3"DEPTH MULCH NOT TOUCHING STEM STAKE TREE AT 1/3 HEIGHT OF TREE, USE"TREE TIES"OR ENGINEER CUT CIRCLING ROOTS AND APPROVED EQUIVALENT,REMOVE STAKE SPREAD OR"BUTTERFLY" ROOTBALL AND TIE AFTER 1 YEAR �� �� •��� �\ VAS-A V�, �A-�\,AA � � �� A NATIVE SOIL \ \\ `ROOT BALL\. \�\ �� BACKFILL WITH TOPSOIL ONLY, COMPACT MODERATELY BY HAND � N � \ X REST BOTTOM OF ROOTBALL ON UNDISTURBED NATIVE SOIL WIDTH OF PLANTING HOLE SHALL BE AT LEAST 1.5 TIMES THE WIDTH OF THE ROOTBALL SPREAD A 3'MINIMUM DIAMETER MULCH RING (DONUT)AROUND THE PLANTING HOLE NOT TO SCALE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT F v t,- AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE i WA h ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �F �II� f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT TREE PLANTING 38296 wA4 WASHINGTON T � .��� DESIGNED COK SCALE NONE STANDARD PLAN �'SIONAL �' DRAWN COK CHECKED DATE MAY. 2018 5-24M ENGINEER APPROVED 8 RpUGN CEDARNPE_(TRIANGUI'P'Rl POSTS ARE PRE-DRILLED FOR FENCE RAIL INSERTS $ 4"TO 6"ROUGH CEDAR RAIL 12"TO 16" _ 4 4"x4" ROUGH CEDAR POST (TRIANGULAR) 2'MIN. BACKFILL WITH NATIVE SOILS 6"MIN, GRAVEL F. 12" NOTES: DIAMETER 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. FENCE AND POSTS ARE TO BE UNTREATED CEDAR MATERIALS. 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE OR AS DIRECTED BY THE CITY ENGINEER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT tT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF NIA f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. q�� �:~ CITY OF KENT Z ENGINEERING DEPARTMENT • KENT SPLIT RAIL FENCE 3829�6.R '�' Wwas.IHo ISTG>' � DESIGNED DWH �(C%� DRAWN BB SCALE NONE STANDARD PLAN SIGNAL CHECKED DATE 5-29 M ENGINEER APPROVED WIRE FABRIC 3" NEWLY GRADED OR 2' 2' DISTURBED SIDE SLOPE FILTER FABRIC MATERIAL z FLOW 0 �o \ \ \ 2 1 1/2„ WASHED ROCK r' i/ z NATIVE BACKFILL MATERIAL OR 1, { 1O 3/4"-1.5"WASHED GRAVEL I " 6"x6" JOINTS IN FILTER FABRIC TRENCH SHALL BE SPLICED AT POSTS. I USE STAPLES,WIRE RINGS, u OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION A-A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR FILTER FABRIC MATERIAL A WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC MIRAFI 10OX OR QUIVALENT (TYP) IF USED MAY ELIMINATE WIRE FABRIC) - f }� iT STEEL OR 2x4 A .r x mod;j JWOOD POSTS I ( J 6'O.C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE EACH RAINFALL AND AT DAILY DURING PROLONGED LEAST ���FRET ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF �I f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. RAINFALL.ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CITY OF KENT rQ = L ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. KENT FILTER FABRIC FENCE 38296 W—HiNOTON 4. INSTALL THE SILT FENCE FIRST. �O� ��GI STEg�O � DESIGNED COK NNE INSTALLED,AFTER THES DRAWN MN CONSTRUCT BERM AND ILT FENCE HAS BEEN ��SIDNAL �� CHECKED DATES MAYo2018 STANDARD PLAN TRENCH. APPROVED ENGINEER 5-31 M 9„ 10" _ 12" _ 6' Lu 2 1/2" 5" 2 1/2" 5 1/2" g 1 ti u- �o ✓ �� " EPDXY . ADHESIVE �., o FOR FRESH - � CONCRETE Lu COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 COMBINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 10" 2" 3 1/2" 5'-0"HAND TROWELED `-I 5% TAPER SECTION 1%MIN. - P 2%MAX. "v a 6" - 24" ROLLED CURB V N SIDEWALK 4 12" MAINTAIN EDGE OF CONCRETE CURB 24" ROLLED CURB , CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL ;12 LIP BETWEEN GUTTER AND CURB *1/2"OR**1" *}SHOP ** SCOPF,Y„ 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL,UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2, ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3, IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE $„ ADJACENT PAVEMENT SLOPE. 1 1/2" 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. `Y' VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED, FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT V FRE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �ji ! ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT OF WAShrI �f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAIL �� _ '�, o� CITY KENT ENGINEERING DEPARTMENT Z �r KENT CEMENT CONCRETE 38296 W-HI"°T°" CURBS �:Xl GIST � � DESIGNED COK SCALE NONE STANDARD PLAN DRAWN SPS ��SIOIVAL CHECKED DATE JUNE. 20 58 APPROVED ENGINEER 6-3 3 M 15' MAX. BROOMED FINISH PERPENDICULAR EXPANSION 5' 5' 5' TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP.) SEE DETAIL"A" 4"SHINE 2"SHINE FINISH FINISH SIDEWALK \ EXPANSION WIDTH VARIES \ JOINT(TYP.) SEE DETAIL"A" PLANTER STRIP CONTRACTION/CONTROL \ (WHEN REQ'D) JOINT(TYP.)SEE DETAIL"B" � SS CURB AND GUTTER EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; (TYP.)SEE DETAIL"A" STAMP FACE OF CURB WHERE SIDE SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 15' MAX. SHINE N SH SHINE FINISH 4" 4 -2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 15'O.C.SEE NOTE 1 JOINT, 5'O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 1.5/o o DRIVEWAY SHINE NISH SIDEWALK if4"CONCRETE PER WSDOT 4" STD. SPECIFICATION 8-14 4" 'CRUSHED SURFACING t2' " TOP COURSE 3/8"x FULL DEPTH CURB,GUTTER AND SIDEWALK CROSS SECTION 6"CEMENT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE 8"REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB,2"DEEP FOR 8"SLAB, AT 5'SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T.AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5. EXPANSION JOINTS IN SIDEWALKS AND ���RE1 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH OF WAS�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, OTHER AND NOT OFFSET. q ���� CITY OF KENT � = �a � ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. KENT EXPANSION AND 7. WHERE SIDEWALK CROSSES HYDRANT 110 38296 �� CONTRACTION/CONTROL JOINTS LATERAL; CENTER 3'WIDE PANEL �� ��IST � �� DESIGNED COK SCALE NONE STANDARD PLAN ACCROSS LATERAL, USE EXPANSION �SSIONAL CHECKED SPs DATE JUNE, 2018 JOINT,SEE KENT STANDARD DETAIL 3-1. APPROVED ENGINEER 6-35M SIDEWALK �F DRIVEWAY WIDTH AS SPECIFIED PLANTER ON PLANS: 30' MAX. STRIP OR A SIDEWALK FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND 6'MIN. OTHER OBSTACLES MUST BE A� RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 V-6" *VARIES 5'-0" MIN. 1/2"TYP 4"CLEAR TYPICAL 1"FOR REVERSE _1.5% 8" SLOPE DRIVEWAY 6" 120 NOTES: 1. CONCRETE WITHIN 8"THICK LIMITS CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 6" 4"MIN. DEPTH CONCRETE MIX WITH A 2- #4 BARS 2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12"EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3'MAXIMUM SPACING OF SUPPORTS, BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE F REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL pF WAg�,I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. - � �� CITY KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE • COMMERCIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS KENT DRIVEWAY APPROACH MEASURED WITH A CALIBRATED �� 38296 ��` WASH1NOTOM COK SMART LEVEL. O ��ISTER� ��� DRAWNED SPS SCALE NONE STANDARD PLAN IONAL �' CHECKED - DATE JUNE 2018 6-43M ENGINEER APPROVED NOTES: 1. TO PREVENT ANY TRIPPING HAZARD TO PEDESTRIANS,BALLAST SHALL BE LOCATED BEHIND OR INTERNAL TO THE DEVICE.ANY SUPPORT ON THE FRONT OF THE DEVICE SHALL NOT EXTEND INTO THE 48"MINIMUM WALKWAY CLEAR SPACE AND SHALL HAVE A 0.5"MAXIMUM HEIGHT ABOVE THE WALKWAY SURFACE, 2. DETECTABLE EDGES FOR LONG CANES SHALL BE CONTINUOUS AND 6"MINIMUM HIGH ABOVE THE WALKWAY SURFACE AND HAVE MARKINGS OR COLORS CONTRASTING TO THE WALKWAY SURFACE. 3. DEVICES SHALL NOT BLOCK WATER DRAINAGE FROM THE WALKWAY.A GAP HEIGHT OR OPENING FROM THE WALKWAY SURFACE UP TO 2" MAXIMUM HEIGHT IS ALLOWED FOR DRAINAGE PURPOSES. 4. RAILINGS OR OTHER OBJECTS MAY PROTRUDE A HEIGHT OF 4"INTO THE WALKWAY CLEAR SPACE WHEN LOCATED 27"MINIMUM ABOVE THE WALKWAY SURFACE. 5. ALL DEVICES SHALL BE FREE OF SHARP OR ROUGH EDGES AND FASTENERS(BOLTS)SHALL BE ROUNDED TO PREVENT HARM TO HANDS, ARMS,OR CLOTHING OF PEDESTRIANS. SANDBAGS FOR ADDED STABILITY MOVABLE PEDESTRIAN BARRICADE TWO CORNER BOARDS: BOLTS PER JOINT 8"xl"- HIP PRIZ SHEETING RED ON WHITE 6" 6" 1 = a z 2"TELESPAR 0 14 GAUGE POST 450 in 2"MAX -T4 'D �: = a CORNER BOLT SET `� z 1'(lYP•) VARIES 2' MIN. } BARRICADE WIDTHS NOT SHOWN 7 GAUGE GALVANIZED 30"2 1/2"x2 1/2" BASE TYPE PEDESTRIAN FIXED PEDESTRIANBARRICADE WIDTH OF RAIL 8 II MAX. LENGTH OF RAIL 4' MIN. HEIGHT 5'MIN. TYPE OF FRAME POST OR STRIPE NOTES: SKIDS FLEXIBILITY MOVABLE OR REFLECTORIZED PERMANENT SLANT DOWNWARD,RIGHT OR LEFT,IN NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT DIRECTION TRAFFIC WILL PASS, SLANT vr-+ REy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE BOTH DIRECTIONS FROM MIDDLE IF � WAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT TRAFFIC PASSES BOTH ENDS.WIDTH 6" �F kI f ��, �� � THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXCEPT 4"IF RAILS ARE LESS THAN 3' �� 4 r� o LONG. CITY OF KENT �$ �' \� 'Z � ENGINEERING DEPARTMENT SLANT DOWNWARD TO MIDDLE AT END • PEDESTRIAN BARRICADES OF CLOSED ROAD. d 38296 KENT WASNINOTON SHEET 2 OF 2 SEE MUTCD SECTION 6F.63 0 IsT 1��� DESIGNED COK SgI01VAL � DRAWN COK SCALE NONE STANDARD PUN CHECKED DATE JANUARY, 2018 6—7 1 b M APPROVED ENGINEER _10'_ , 30' TRAFFIC DIRECTION 13 o c� 4"GAP VARIES (300'MAX.) S TWO WAY LEFT TURN LANE D co D o c TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE o n TYPE 2W RPM TYPE 2YY RPM13 L 4"GAP 4"GAP 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 11' 30' TRAFFIC DIRECTION 1 o D o 30' TYPE 2Y RPM 1' 4"YELLOW LINE 0 0 0 0 TRAFFIC DIRECTION TYPE 2W RPM 4 WHITE LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 1 61 8 0 0 0 0 o�TYPE 2W RPM �4"GAP 8"WHITE LINE 4"WHITE OR YELLOW LINE DOTTED WIDE LINE EDGE LINE TRAFFIC DIRECTION 3' 9' 18"YELLOW BARRIER 1" 21(TYP.) LINE TYPE 2W RPM�B 9� 1'I11 X-8"WHITE LINE DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED QFREy TRAFFIC DIRECTION F W �� BARRIER LINE � pq� � CITY OF KENT r7� �4' � ENGINEERING DEPARTMENT NOTE: T-) O KENT TYPICAL LANE MARKINGS 1. RAISED PAVEMENT MARKERS(RPM'S) p w"'"'"° °" SHELL BE INSTALLED PER WSDOT �p ,� 38296 w Off, �(�YIST�� rV DESIGNED COK SCALE NONE STANDARD PLAN 9T0 D(8)D9 26C2 ANDT90iS 8 09, �SSIONAL DRAWN� �� CHECKED coK DATE JUNE, 2018 CITY ENGINEER 6-7 4 M APPROVED 0 3'-7 co 5'-9" r 1' 8" 3-0„ 0 0 0'-6" N o = o N ry 0'-6" 0'-6" 0'-6" NOTES: 1. THERMOPLASTIC TYPE'A' MATERIAL SHALL BE USED,UNLESS DIRECTED OTHERWISE BY THE ENGINEER, PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT LENGTH VARIES S�OF WAS�I j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT =z� ENGINEERING DEPARTMENT Z • 12" 24"WIDE WHITE STOP BAR, THERMOPLASTIC ARROWS, KENT STOP BARS & ONLY LEGEND WIDTH AS DIRECTED BY THE ENGINEER � w..xI.oroN STOP BAR DETAIL �o ���38296 ��� DESIGNED coK ��I IST �� SCALE NONE STANDARD PLAN DRAWN COK �sIONAL � CHECKED DATE JUNE, 2018 6-76M ENGINEER APPROVED W (D Z Z J y „ZTco Q x � U W Z W O O W J V N U w O v s v Q Q H W OLu 07 J G QZ G uj `7✓ Q W v Q Z = M Q Ln J W_ W � O Y Q M M H m W F Q Z 0 Lu W Q W W O z W -i U C° W � u „0-,9 � J _J ~ J W zce 3 ----------------- W ip Q Y i+� N Cal W Z a J W W N �--� Lu Z �' Lu Y Lu Z Q M x J U „0-19 m 3: z of � O og Aga N Q W Z ,_. :.w... .. .,.. _.. .. CO z 2 g � aM J M W m F- Oi ._, .. ....- �� QQ Z m J d 0 G Lu J 2 J u O cn _ _ - - - -.�— O Um U � cn .. , m F- W �, r LU a � m W Q Z < It W W a_ a Lu .J. O mmY_ wQ ;, .. .. ... Y f— J OR [ ui J In O cop w O�o N UJ Iz ¢ <- o „0 9 Q m U Z Z (.� z Q Ln g 2i z g J Z Q W p Z JLu o W - W ♦— ui m W V7 Q oi$ z a 0 ¢ a z (7 1 N g zO x,) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT z co Y z c a Ln o G rFRE) AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE `° ¢ a U z G v"'i i ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ce o g g o ¢ � o OF WAg�I � THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. Lu � 0 Y Lu z ti� �' o CITY OF KENT >- � m m U w > ¢ co = Z ENGINEERING DEPARTMENT o z a ¢ > > • TYPICAL BIKE LANE g of � gam 0 KENNT Lu W W W W W .lO 1�� 38296It LLJ MARKINGS m co Q Q Ln m Q (n r� rC r'I,S`I��'g� �� DESIGNED DWH STANDARD PLAN Y O O O O O �sSIONAL E��1 DRAWN BB SCALE NONE CHECKED DATE ENGINE 6-7 9 M ER APPROVED ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS,SEE NOTE 6 SEE NOTES 9 AND 10 SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES i 0 PRE-PUNCHED 0 0 3„ 0 CORNER BOLT, o SEE NOTE 6 X o FINISHED GRADE 5/16"X 1"SS v 0 BOLTS WITH \. 0A��A�A `; - SS WASHERS <i 0 0 o L—SET FOUNDATION ON 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" 0 TRUE,SEE NOTE 3 0 o CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE 0 ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6'\ THE ANCHOR MIN. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B,7 WARNING AND REGULATORY 30"AND UNDER-0.080". GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN.SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S�oF WA j ENGINEER RAAND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 7 ENGINEERING DEPARTMENT • SIGN POST INSTALLATION 38296 KENT TYPE A �:` WASHINOTON GI,STER�'� wV �SSIO � � DRAWN DESIGNED COK SCALE NONE STANDARD PLAN N T COK CHECKED DATE FEBRUARN 2ER G_Q 2a M APPROVED ENGINEER V C.� A LID FRAME- 3/16 C 1"xl"Xl/4" 3/16 TYP. LID E 1 2 l 3/16 3/1 �TYP. LID SUPPORT, SEE NOTE 3 IW --S SEE NOTE 7 o �� HOOK-L 1"X1"X3/16", 1" LONG,TWO PER LID 9 4 i �' A SECTION B l 2 l SYSTEM ID DETAIL ON STD. PLAN 6-93 JUNCTION BOX TABLE DIAMOND PATTERN 1 1/4"GAP(TYP.) ON STD. PLAN 6-93 SEE NOTE 2 FOR HOOK RELEASE TOP VIEW HOOK NOTES: LID 1. ALL BOX DIMENSIONS ARE APPROXIMATE. LID SUPPORT EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. LID FRAME 2. THE LID THICKNESSES ARE MINIMUM.THE j 1/8"WELD BEAD-CENTER LID FRAME DIAMOND PATTERN SHALL BE 28%MINIMUM ON THE SLOT OF OVERALL THICKNESS. FRAME SLOT MARK LID HOOK MARK 3. LID SUPPORT MEMBERS SHALL BE 3/16" MINIMUM THICK STEEL C,L,OR T SHAPE, GROUND STUD, WELDED TO THE FRAME. LID SEE NOTE 4 LEVEL WITH BONDING JUMPER, 4. A 1/4"-CONC. 3/4"S.S.GROUND STUD SHALL THE PAVEMENT SEE NOTE 6 BE WELDED TO THE BOTTOM OF THE LID; HOOK ! Ln INCLUDE S.S. NUT AND FLAT WASHER. 1 1/0.1T < 5. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. MIN. NIW WELDED WIRE 1`m REINFORCEMENT 6. CONNECT A BONDING JUMPER TO STEEL 1 "zT (WWR)4x4-W2.9xW2.9 CONDUIT BUSHING FOR GRS CONDUIT; 0.17' 3 (6 GAGE) CONNECT TO EQUIPMENT GROUNDING MAX. CONDUCTOR FOR PVC CONDUIT. BONDING MIN. WELDED WIRE HOOP JUMPER SHALL BE#8 MIN.4'OF TINNED • BRAIDED COPPER. W2.9(6 GAGE) 47 7. THE SYSTEM IDENTIFICATION LETTERS SHALL "9 GRAVEL PAD BE 1/8" LINE THICKNESS FORMED BY ENGRAVING,STAMPING,OR WITH A S.S. BONDING JUMPER, WELD BEAD.GRIND OFF DIAMOND PATTERN SEE NOTE 6 BEFORE FORMING LETTERS. SEE SYSTEM PVC CONDUIT SECTION A IDENTIFICATION DETAIL. GRS CONDUIT 8• ALL LIDS SHALL BE GALVANIZED STEEL AND TACK-WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �F WAq� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • STANDARD JUNCTION BOX w� KENT TYPES �o c� c� W .� "o,o" HEET 1 OF 38296 2 rG>� CI ST i✓'" �� DESIGNED COK SSIQNAL � SCALE NONE STANDARD PLAN DRAWN COK CHECKED DATE JUNE, 2018 6-9 3 APPROVED ENGINEER SYSTEM IDENTIFICATION DETAIL ITS INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE Y BOX TYPE a ITEM TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18"-19" 29"-30" D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 1/2" 19 1/2" E LID LENGTH 17 5 8" 28 5 8" F LID WIDTH 12 5 8" 18 1 8" CAPACITY-CONDUIT DIAMETER 6" 12" JUNCTION BOX TABLE FOR SHEET 1 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �vFREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �F WA I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • STANDARD JUNCTION BOX 3 KENT TYPES 1 & 2 8296 8296 SHEET 2 OF 2 ST �` � DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE JUNE, 2018 6-9 3 APPROVED ENGINEER WEARING COURSE(TYPICAL FOR SECTIONS A, B&C) STOP BAR CENTER OF LANE -� A A R, LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER A IMSA 51-3,3 TWISTS PER FOOT 5 TO CONTROLLER ' B 0.25"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS B SECTION A A WHERE APPLICABLE C Cam, 2C(S)LEAD-IN B CABLE IMSA 50-2 c *AF *AS S' B LOOP SPLICE M LOOP SERIES w (TYPICAL) NUMBER B A A o o Ln m co o U CONDUIT STUBOUT, a o *BS 0.50" MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 ILL SECTION B-B 0 u JUNCTION BOX 0 w S=START F=FINISH - *=LOOP NUMBER STOP BAR LOOP WINDING DETAIL 0,50"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE T 2C(S) LEAD-IN S B CABLE IMSA 50-2 - TO A CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER NOTE: CUT IMSA 51-3,3 TWISTS PER FOOT SOLDERLESS,CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTES: � FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR ��OF WAS�I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND CITY OF KENT INDUCTION LOOP INSTALLATION = IN, ENGINEERING DEPARTMENT NOTES. Z 1 i T INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR p� 38296 �� KE"N DETAILS INDUCTION LOOP PLACEMENT DETAIL. �0 DESIGNED coK �.O ISTEg �� DRAWN SPS SCALE NONE STANDARD PLAN NALL � CHECKED - DATE JUNE, 2018 6—9 8 M ENGINEER APPROVED O LL p w 00 ¢ O ~ O w W = r- x p 0 z w g F H p W U) � W d z O p Lu J p W M O U g U z 0 ¢ w ¢ "' � a ¢ 0ZCO 0 &LU o Vail- uj = z � cx� z � g � , u- p 2 apiu C7 wUz �- J z Jw z2: Q � U : Y ¢ ¢ W "' a z J � z OZLn = � ww � VW LU ¢ ate U � O v~i Qgmp o � aU W Om (xnw (n a F -j � N rnam � OH to JO QzQwa E° ¢ x O z aa a0 FU- Z 4 0 -j 0 Z 0 0z p m z w 0J (nw xFwxXa U_ QZQ O O 00 � z U 0 x w 0 z 0 a U z U a z W ^ a Z Fx- .Z-, � Z ¢ OzQ „9 p LLF (JCJ 0 � a Lu O � 0 Lu ZOUW -j U � � W LLa (n0 = 0 W F Z L � U J rn � Q w w W F =O Z Q w a (7Q LoC) JFIn m _ < ~ W XUQ Ua „V FZ �CZ7 a OE X O� w � w � tJ L � m Z UJ N 07Q � WO w0,,( } x LLu a W O Q U LLW w Z -j Q v � U p O O Z' Co Q OQ Lu uzwUU OWw p ' W Q z K X W J ~ W F x ¢ O W LL J ¢ O W J z 2 o 0 Q W 06 0) •--� ra z F U 0 V) Q = C7 wp p Li a 1t Lu ~ z JV6 H- W 3F CC ¢ x p Y m z (D z F- � O U LL o ? 30t/�21f1S 03Abd�0 d01 �j z oU ¢ Ln v W V) oW < J wodA wnWINIW X-,Z F II 00 < Ov a 0 Vcn) a Va) m w W J Lu LLu¢i 0 0 = Z JY OJ z w p w „0 I „9 0 LO 0 J 0 < Z ,`; U U m p 1n U_ x W p ri Z z Lu = a W LL > > 0 = 0 w w UU) H V OU 0 � a Q w = �_ Q z cn d Ln 0 m � ¢ m F O U aui LL g z a x x w p p Q F 0 a U 0 � W to (mn ~ �' Of z 0a Ln 0- Lu Ln0 � F F ?rip pw J a �- � 00 XO Ln OJ z Z 0 zUz w E w 0 LuQ >LU � m °�° ui O �w m � U J F FLU F0 a! p F v~im w � = O a LL F > V OD Cj OU d � O � 03 Z d Ln Ln z = 0 W m Z r J J Q LL N J a I- J = F � W J z LD a F Q m J Ln 0 W Q a W z = z Lu m Q a Lu Z U x a W U 0 J U ¢ .Z. Ln rNi Ln O W 00 ?i O J (n m p a xln apW dF a' cnU xuj a � z J o O � � Opp ag pp `nJ OZ Q uj U U J p 0 Z W LU LU ¢ Z d Q D a Ln iU z to Q F Ln J O V) OUP ¢ u~) a m � 0 wQ OJ - Q -j 0 .--I N M 4 Lfi t0 I� W Z P Z m �y U 0 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT r AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE �i FR'E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT I WAS, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 4 � > �'��'� CITY OF KENT 0 ENGINEERING DEPARTMENT v KENT INDUCTION LOOP Y-0 38296 �� WASHINOTON INSTALLATION NOTES 0 DUI ST � �`V DESIGNED COK SCALE NONE STANDARD PLAN DRAWN SPS ff NAL CHECKED DATE JUNE, 2018 APPROVED ENGINEER 6—9 9 M LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 O Q Q O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A Q O 3. THE DISTANCE BETWEEN"A" LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. O O O W2 Q SR WR 0 O 421 0422 0423 413 W1 Q 00411 0412 O SD7 712 3PC O 311 Q Q 22 711 Q 7PC SD3 O 812 Q 81100 AI B Q E1 8D4 Q 8220 821 ER NR Q E2 ❑ ❑ B A O O A O O B 111 611 621 O 112 1PC Q O 612 622 O O O O S2 S1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE �FFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��pF WASh,��� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 14 ��� CITY OF KENT ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT WASHI 38296 � 'W H o,o H O�L� �GI STD l�� DRAWN DESIGNED SPS COK SCALE NONE STANDARD PLAN S'sIO.NAL S CHECKED - DATE JUN 22018 _ o o,M I ENGINEER APPROVED 6 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-30.70-04 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs SITE PRESERVATION AND EROSION CONTROL 1-40.20-00 Storm Drain Inlet Protection WORK ZONE TRAFF I C CONTROL K-80.10-01 Class A Construction Signing Installation K-80.20-00 Type 3 Barricade (2 sheets) ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines GRNRA Storm Water Force Main/Almaroof A - 2 March 11, 2019 Project Number: 17-3012.2 s m C Z ti �S .N m by o in F c££mo a� Y Z S ti � e " ` ' Z m a e v a)= o.�" c o .� L °'� w a p d F " o a .+ pw a dZ ogm c 'mE c y w E rn= c m rs 5 0 ,? fi Qq,Z ig _ ' m Al v o iv 80 yn o= w Z n m g m � is oa m u t 4 [ F o a tiro m e m u! 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Y _ J 65 o an � ow NW = N oo' w "a ~ cj M @ N W Z Y O -0000. a� Q 06 o e5�6 e0J p �I N LLL N o 'r 3 i ID CN O_co N U N �0 . y r NCD C U L !O/1T 'T t�t Z C y to U O O rn v 5 5 0 � � U U �O `m c m o 0 m y O O O Y Y M �p N 'O 'O N M C 3 3 O U C J # m m T O `- V V N N Cj U 0 d N C s U x x x x x x x x x x IV— E U '�6 t0 M M N N El U H V Q I'k m 4 i U ELLJ'O ` N O c Y o m N � m d $p cJi DETOUR „ u 722 E N U 0 ca 0 o cu o m co M CO a N N U N W O N > i �;'.; E o p �� -1 + %0 0LU Q z M p # # coO M LU Cy — Q ®w � 3 z w 3 GEOTECHN 1 CAL REPORT Geotechnical report is available upon request. Attached information showing some bore holes information. GRNRA Storm Water Force Main/Almaroof A - 4 March 11, 2019 Project Number: 17-3012.2 N D r •- a 4 � N i w 5 oz . ,«. Z z z f z <a z +f CL x a z 411 darn AVENUES M O g u1 vt,4 ' o Ln Ln y 2 Wj CO n c J c O uj i c 3 P C , C < ef c _ uv f0 3 m m o \4* m �y ,n a c c S 5 - �'3E!� - ate ��� °• ju--- All ":y bPtetUsv�Mgq�y,We.p Aik NYG FAhI M1.s•r♦<HIIeC�WlA'$'1591'J—W'{m91�Mtl�6fB'�V➢YA ITs(OMtl '�I rqH=D+V;I 11 re ID":f. m d J Ground Water Elevation(h) N w V A to �n to m x 8[/6I/60 � did n 0 8T/97/SO 2 N 9 ST/ZO/90 c w O O81/60/90 r" � ro l J ~ � o OT/9L/90 z W cn 8T/EZ/90 z l J 81/0E/90 8140/LO O C 3 8T/4I/to Q. rt 8T/TZ/L0 m ro HT/8Z/LO O 3 3 U00/80 O O 3 y ITAT/80 3 ('D z D O m 8T/8L/80 N o O c C f.► 2 z 00 1 O C ➢ BT/SZ/80 0 A rt > rr m b p m SL/IO/60 O 2 z < D D fD G) 2 - 1 o N OZ O 0 81/80/60 N Rn -Di N D p n z F+ Z rp K/ST/60 00 v = O m 8L/ZZ/60 81/6Z/60 BT/90/OT 8T/EL/0I 8T/OZ/OT G BI/LZ/OT A �ry rn N K/EO/II APPENDIX A FIELD INVESTIGATION RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Fines Approximate Approximate AL Atterberg Limits: PL=Plastic Limit Density N(blows/ft) Consistency N(blows/It) Undrained Shear LL=Liquid Limit Relative Density(%) Strength(psf) CBR California Bearing Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 Q50 CN Consolidation Loose 4 to 10 15 - 35 Soft 2 to 4 250 - 500 DD Dry Density(pcf) Medium Dense 10 to 30 35 - 65 Medium Still 4 to 8 500 - 1000 DS Direct Shear Dense 30 to 50 65 - 85 Stiff 8 to 15 1000 - 2000 GS Grain Size Distribution Very Dense over 50 85 - 100 Very Stiff 15 to 30 2000 - 4000 K Permeability Hard over 30 1 >4000 MD Moisture/Density Relationship(Proctor) MR Resilient Modulus USCS SOIL CLASSIFICATION SYSTEM PID Photoionization Device Reading MAJOR DIVISIONS GROUP DESCRIPTIONS PP Pocket Penetrometer Approx Compressive Strength list) Gravel and GW Well-graded GRAVEL SG Specific Gravity T Coarse Clean Gravel . Gravelly Soils TC �raxiai Compressor Grained (little or no lines) TV Torvane Soils p O GP Poorly-graded GRAVEL More than Approx-Shear Strength(tsf) 50%of Coarse Gravel with a GM Silly GRAVEL UC Unconfined Compression Fraction Retained Fines(appreciable on No 4 Sieve amount of fines) GC Clayey GRAVEL SAMPLE TYPE SYMBOLS Sand and SW Well-graded SAND 2.0"OD Split Spoon(SPT) Clean Sand Sandy Soils (little or no fines) (140 Ib hammer with 30 in drop) More than Sp Poorly-graded SAND 50%Retained I Shelby Tube 50%or More on No Sand with Sfvi Silty SAND ' of Coarse L) 3-1/4"OD Split Spoon with Brass Rings 200 Sieve Fines(appreciable Erection('easing Size No 4 Sieve amount of fines) $C Clayey SAND r0■ Small Bag Sample Fine Silt Liquid Limit MIL SILT Large Bag(Bulk)Sample ' Grained and CL Lean CLAY Less than 50% Core Run Soils Clay OL Organic SILT/Organic CLAY Non-standard Penetration Test (3 0"OD split spoon) MH Elastic SILT 50%or More Sill Liquid Limit PassingCH Fat CLAY GROUNDWATER SYMBOLS and Clay �%or More No 200 Sieve , Groundwater Level(measured at Size OH Organic SILT/Organic CLAY time of drilling) 'Highly Organic Soils PT PEAT Groundwater Level(measured in well or open hole after water level stabilized) COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS Boulders Larger than 12 in <5% Clean Cobbles 3 in to 12 in Gravel 3 in to No 4(4 6mm) 5-12% Slightly(Clayey,Silly,Sandy) Coarse gravel 3 in to 3/4 in Fine gravel 314 in to No 4(4 5mm) 12-30% Clayey,Silty,Sandy,Gravelly Sand No 4(4 5 ni to No 200(0 074 mm) Coarse sand No 4(4 5 mm)to No 10(2 0 mm) Medium sand No 10(2 0 mm)to No 40(0 42 mm) 30-50% Very(Clayey,Silly,Sandy,Gravelly) Fine sand No 40(0 42 mm)to No 200(0 074 mm) Silt and Clay Smaller than No 200(0 074mm) Components are arranged in order of increasing quantities. NOTES, Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descriptions are presented in the following general order. MOISTURE CONTENT Density/consistency,color,modifier(ifany)GROUP NAME,additions to group name litany),moisture DRY Absence of moisture,dusty, content. Proportion,gradation,and angularity of constituents,additional comments. dry to the touch (GEOLOGIC INTERPRETATION) MOIST Damp but no visible water WET Visible free water,usually Please refer to the discussion in the report text as well as the exploration logs for a more soil is below water table complete description of subsurface conditions LEGEND OF TERMS AND GRNRA SOUTH PUMP STATION AND FORCE MAIN SYMBOLS USED ON tMGEOSCIENCESINC KE—INIr WASHINGTON EXPLORATION LOGS _ PROJECT NO 201 7-1 46-2 1 FIGURE A-1 LEGEND 2017-146-21 GPJ 4/16/18 DRILLING COMPANY: Holocene Drilling DATE STARTED 3/26/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/26/201B SAMPLING METHOD SPT w/Autchammer LOGGED BY S Khandaker _OCATION: See Figure 2 co ui w U m Z a Standard Penetration Test v 2 j.- t _ w 0 (140lb weight,30"drop) z p Z in q w A Blows per foot O W w w (o 2 a F = O N o c_ Co U `� z 3 2 O 2 W p�j } uJ Q Q W F w U W o u7 7) DESCRIPTION w cn a 8 O a<n 0 10 20 30 40 50 w 0 Grassy area with some topsoil on top (TOPSOIL) ML (ALLUVIUM) Soft,brown and gray,SILT,moist,with heavily rust mottling S S-1 2-2-1 A and root debris Color transitions from brown to gray with depth 5 --------- S-2 3-2-3 -----_ ------ ML Loose,brown and gray,sandy SILT,moist,with root debris from 5-5.5 feet Some rust mottling observed ML Stiff,brown,sandy SILT,moist Abundant root debris �`S-3a 4-5-7 SM observed__________________� h/IS3b Medium dense,gray,silty fine SAND,wet Water added to the borehole 10 ML Very soft,gray,sandy SILT,moist 3-inch seam of fine sand — S-4 2-1-0 H transitions in silt Some bark observed SM Very loose,gray,silty,fine SAND,wet 1-inch thick bark layer S-5 4-1-1 at 12 5 feet Becomes siltier with depth 15 ---------------------- J SM Very loose,gray,silty,fine SAND,wet Root debris observed S-6 0-0-0 Low recovery in sample at 15 feet 20 Medium dense,gray,silty fine SAND interbedded with thin silt S-7 11-13-14 layers,wet 2-inch layer of silt at 20 5 feet Bark and root debris observed near silt layer 25— •'. JL 0 20 40 60 80 100 Water Content{%) Plastic Limit 1- 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations GRNRA SOUTH PUMP STATION BORING: MWI BH-'I AND FORCE MAIN HWAGEOScuNmINc KENT, WASHINGTON PAGE. 1 of 2 PZO-DSM 2017-146-21 GPJ 4i77/18 PROJECT NO,: 2017-146-21 FIGURE A-2 DRILLING COMPANY: Holocene Drilling DATE STARTED: 3/26/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/26/2018 SAMPLING METHOD: SPT w/Autohammer LOGGED BY S Khandaker LOCATION, See Figure 2 gLid m Z Standard Penetration Test j D U) t V) w 0 (140 b weight,30"drop) z J p z r) ,_ � w A Blows per foot O = m U) a CL o N w O W Q W a�i U) Q S w ° W U _u a0)i o (n 0 DESCRIPTION u) cn a 8 O a cn W 25 0 10 20 30 40 50 Medium dense,gray,silty fine SAND,wet S-8 6-11-16 30 :;'.:, 1. Observed 1/8"of bark at 31 feet S-9 6-10-11 i 35 Medium dense,gray,silty fine SAND,wet,with a 1/4-inch S-10 7-9-9• brown silt layer with root/bark debris at 35.5 feet Observed 1/8-inch thick layer of gray silt at 36 25 feet 40 Scattered root debris and 1-inch thick layer gray silt 41 5 feet S-11 0-6-4 Borehole terminated at 41 5 feet below ground surface(bgs) 2"PVC piezometer(DOE Well#BKC384)installed to 40 feet bgs Ground water level measured at 4 4 feet bgs on 4/4/2018 45 50 0 20 40 60 80 100 Water Content Plastic Limit Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations BORING: GRNRA SOUTH PUMP STATION BH-1 AND FORCE MAIN IMGEOSCIENCES INC KENT, WASHINGTON 2 of 2 PROJECT NO 2017-146-21 FIGURE A-2 PZO-DSM 2017-146-21 GPJ 4/17118 DRILLING COMPANY. Holocene Drilling DATE STARTED 3/26/2018 DRILLING METHOD HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/26/2018 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: S Khandaker LOCATION: See Figure 2 V) W m Z W Standard Penetration Test Ua t U Q (140lb weight,30"drop) Z J Z .0 W 3 ♦ Blows per foot O_ 2 O O w w W ~ Z ~ m m o- 0- w Q 3 W N rn Q Q W 0 H K J N a rn :D DESCRIPTION m 0 n. � O a w 0 0 0 20 30 40 50 SM Concrete surface. (FILL) Loose,brown,gravelly,silty,fine to medium SAND,moist, S 1 10.5 3 . . grading to gray silt at 4 feet x) ML L/ll3 5 Soft,gray,slightly sandy,SILT,moist,with rust mottling and S-2 3-2.4 scattered organics at 6 5 feet (ALLUVIUM) ———————————————————— ML Very soft,gray,SILT,moist,with rust mottling and organics S-3 0-0-0 Borehole terminated at 11 5 feet below ground surface No groundwater seepage observed during drilling Anticipate static ground table in the alluvium based on rust mottling observed. 15 I 20 25 0 20 40 60 80 100 Water Content Plastic Limit '—0 Liquid Limit VOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations MWA GRNRA SOUTH PUMP STATION BORING: BH-2 AND FORCE MAIN HMGEOSCIENCE$INC. KENT, WASHINGTON PAGE ' of ' PROJECT NO 2017-146-21 FIG RE A-3 BORING-DSM a,.•.- 46-21 GPJ 4117/18 DRILLING COMPANY: Holocene Drilling DATE STARTED: 3/8/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/8/2018 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: S-Khandaker LOCATION. See Figure 2 < W v Standard Penetration Test w m Q w w O a F- r m ~¢ (140 lb.weight,30"drop) t- z N w p A Blows per foot O co w w w ,o Z H� m (n a_ EL 3 W Z) j Y wd Q Q w 8 F W -1 �i o u> > DESCRIPTION cn rn n- - O a w 0 0 10 20 30 40 50 SP HMA surfacing. (FILL) Dense,dark brown,SAND,moist S-1 20-17-17 SM - ------------------- Dense,light brown,gravelly,silty SAND,moist 5 ML Very soft,gray,sandy SILT,moist S-2 0-0-3 A (ALLUVIUM) -N c Vely suft,ylay,SILT,muist,wilh heavily rust mullliny S-3 0-0-0 AL L1 10 Wood debris observed in sample at 10 feet S-4 0-0-0 Alk Borehole terminated at 11 5 feet below ground surface No groundwater seepage observed during drilling Anticipate static ground table in the alluvium based on rust mottling observed 15 20 25 0 20 40 60 80 100 Water Content M Plastic Limit 1 —0--I Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations BORING: GRNRA SOUTH PUMP STATION BH-3 AND FORCE MAIN 1MGWSCjfM$1NC, KENT, WASHINGTON PAGE i of 1 PROJECT NO: 2017-146-21 FIGURE: A-4 BORING-OSM 2017-146-21 GPJ 4117118 DRILLING COMPANY: Holocene Drilling DATE STARTED. 3/8/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/8/2018 SAMPLING METHOD: SPT w/Autchammer LOGGED BY: S Khandaker LOCATION: See Figure 2 N w U w U of Standard Penetration Test U a � H L � Q (140lb weight,30"drop) z J p Z a5 _ o ♦ Blows per foot O U.] w w Z I=. m cn a s w a w z a x O w m o W D DESCRIPTION U) LO a s O 0 w m 0 10 20 30 40 50 0 SM HMA surfacing (FILL) Dense,brown,gravelly,silty SAND,moist,grading to gray silt S-1 22-15-9 at 4 feet ML 5 Very soft,dark brown,fine gravelly,sandy,SILT,moist S-2 0-0-0 Low recovery in sample at 5 feet (ALLUVIUM) ---------------------- - • ML Very soft,gray.SILT,moist `/� S-3 0-0-0 t-i 10 [� Very soft,gray,SILT,moist,with interbedded browish gray silt S-4 0-0-0 layer Borehole terminated at 11 5 feet below ground surface No groundwater seepage observed during drilling 15 20 25 0 20 40 60 80 100 Water Content(%) Plastic Limit 1 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations GRNRA SOUTH PUMP STATION BORING: AND FORCE MAIN BH-4 I-iWAaosaENCESINC KENT, WASHINGTON PAGE 1 of 1 PROJECT NO: 2017-1 46-21 FIGURE. A'S BORING-DSM 2017-146-21 GPJ 4/17/18 DRILLING COMPANY: Holocene Drilling DATE STARTED: 3/8/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED 3/8/2018 SAMPLING METHOD: SPT w/Autohammer LOGGED BY. S Khandaker LOCATION: See Figure 2 w Lu m Z w Standard Penetration Test 0 a- 2 t 1- (1401b weight,30"drop) Z J O z rn W p ♦ Blows per foot O_ 0 coJ W D Z < F-1, co � 4. d 3 W > >«yy W y U) Q Q W 0 t- Of J y 0 rn D DESCRIPTION m 0 a- a O O W 0 10 20 30 40 50 0 SM HMA surfacing (FILL) Loose,brown,gravelly,very silty SAND,moist S-1a 1-2-1 5 ---------------------- GM Very loose,gray,very silty,sandy GRAVEL,moist �/ S-2 1-1-1 a (FILL/DISTURBED NATIVE) c MI Very soft,gray,SILT,moist. S3 0-0-0 (ALLUVIUM) 10 Very soft,gray,SILT,moist,with interbedded browish gray silt S-4 0-0-0 layer Borehole terminated at 11 5 feet below ground surface No groundwater seepage observed during drilling 15 20 _. _. ._ 25 0 20 40 60 80 100 Water Content(%) Plastic Limit f--0—{ Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations BORING: GRNRA SOUTH PUMP STATION BH-5 AND FORCE MAIN PAGE 1 of 1 HMC3E0SMNMINC KENT, WASHINGTON PROJECT NO. 2017-146-21 FIGURE A-6 BORING-DSM 2017-146-21 GPJ 4117/18 DRILLING COMPANY. Holocene Drilling DATE STARTED: 3/8/2018 DRILLING METHOD: HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/8/2018 SAMPLING METHOD. SPTw/Autohammer LOGGED BY: S Khandaker LOCATION: See Figure 2 c w g w U of Standard Penetration Test Z w U a m 1-- L Q (140 lb.weight,30"drop) Z J O F Z rn ,S w o ♦ Blows per foot O U w w w Z F H m rn a- o- N w D j o y U 2 2 z o = O w U og U) 7) DESCRIPTION vQi (n n_ O t7 w 0 10 20 30 40 50 D 0 . Grassy area with some topsoil present. (TOPSOIL) ML Medium stiff,gray,fine sandy,SILT,moist,with rust mottling S-1 2-3-3 from 3 5 to 4 feet (ALLUVIUM) Very soft,gray with rust mottling.SILT,moist S-2 0-0-0 Very soft,gray,SILT,moist,with rust mottling from 7 5-8 feet 5-3 0-0-0 Scattered wood debris and fine organics observed 10 —————————————————————— SM Loose,gray,silty,fine SAND,moist,with 2-inch thick layer of S-4 4-5-2 wood debris Borehole terminated at 11 5 feet below ground surface(bgs) Ground water seepage observed at 7 5'bgs during drilling Anticipate static ground table in the alluvium based on rust mottling observed ,,5 20 25 0 20 40 60 80 100 Water Content(%) Plastic Limit �-4" Liquid Limit NOTE This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations GRNRA SOUTH PUMP STATION BORING: AND FORCE MAIN BH-6 HMGEOSQENCESINC, KENT, WASHINGTON PAGE: 1 of 1 PROJECT NO, 2017-146-21 FIGURE A-7 BORING-DSM 2017-146-21 GPJ 4117/19 DRILLING COMPANY: Holocene Drilling DATE STARTED 3/8/2018 DRILLING METHOD. HSA,Track-mounted Diedrich D-50 DATE COMPLETED: 3/8/2018 SAMPLING METHOD: SPT w/Autohammer LOGGED BY: S Khandaker LOCATION: See Figure 2 uj wU m Z ,-. Standard Penetration Test cJ CL IX r t w U (140 Ib.weight 30''drop) Z J p L_ Z in S r— w r- ♦ Blows per foot O = m rn a 0- w O w 'S IN W N V) Q Q W F_ W U J N o rn 0 DESCRIPTION rn rn a O a- rn 0 10 20 30 40 50 W 0 T. Medium dense,brown,SAND,moist (TOPSOIL) SM Small boulder removed during drilling (FILL) Medium dense,brown,silty,gravelly,SAND,moist_ C(p S-1 7-9-3 Low recovery in sample at 2 5 feet 5 OH N 5-20-0-0Low recovery in sample at 5 feet T Very soft,grey,ORGANIC SILT,moist,with rust mottling in I� S 3 0 0 0 upper 3 inches of sample Scattered wood debris observed ^ (ALLUVIUM) 10 ML Very soft,gray,SILT,moist,with rust mottling observed from r S-4 0-0-0 11-11 5 feet SM Very loose,gray,very silty fine SAND,wet v S-5 0-0-0 5 Becomes loose S-6 4-3-3 20 Becomes very loose,some wood debris observed IN S-7 0-0-0 Borehole terminated at 21.5 feet below ground surface(bgs) Groundwater seepage observed at 12 5 feet bgs during drilling 2"PVC piezometer(DOE Well#BKC377)installed to 20 feet bgs Ground water level measured at 6 4 feet bgs on 4/4/2018 25 0 20 40 60 80 100 Water Content(%) Plastic Limit f 0 Liquid Limit NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content and therefore may not necessarily be indicative of other times and/or locations BORING: GRNRA SOUTH PUMP STATION BH-7 AND FORCE MAIN HMIGEOSGENCESINC KENT, WASHINGTON PAGE 1 of 1 PROJECT NO 2017-146-21 FIGURE A-8 PZO-DSM 2017-146-21 GPJ 4/17118 PREVA 1 L 1 NG WAGE RATES GRNRA Storm Water Force Main/Almaroof A - 5 March 11, 2019 Project Number: 17-3012.2 Page 1 of 15 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 03/26/2019 County Trade fob Classification Wade Holiday Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King Building Service Employees Janitor $24.63 5S 2F King Building Service Employees Traveling Waxer/Shampooer $25.08 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $28.13 5S 2F King Building Service Employees Window Cleaner (Scaffold) $29.03 5S 2F King Cabinet Makers (In Shop} Journey Level $22.74 1 King Carpenters Acoustical Worker $60.04 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $60.04 5D 4C King Carpenters Carpenter $60.04 5D 4C King Carpenters Carpenters on Stationary Tools $60.17 5D 4C King Carpenters nters Creosoted Material $60.14 5D 4C King Carpenters nte_rs Floor Finisher $60.04 5D 4C King Carpenters Floor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cement Masons Journey Level $60.07 7A 4U King Divers Et Tenders Bell/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $76.33 5D 4C King Divers Et Tenders Diver $113.60 5D 4C 8V King Divers Et Tenders Diver On Standby $71.33 5D 4C King Divers Et Tenders Diver Tender $64.71 5D 4C King Divers Et Tenders Manifold Operator $64.71 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Et Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle Tender $60.29 5A 4C King Dred e Workers Assistant Engineer $56.44 5D 3F King Dred e Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F hffn-,-//fnrfrPr,c_wa_nnv/Ini/kA/anPlnnkiin/nrv\A/Analnnhiin AcnY Page 2 of 15 King Drywall Ap licator Journey Level $58.48 5D 1 H King Drywall Tapers Journey Level $59.32 5P 1 E King Electrical Fixture Maintenance Journey Level $30.59 5L 1 E Workers - - King Electricians - Inside Cable Splicer $81.32 7C 4E King Electricians - Inside Cable Splicer (tunnel) $87.37 7C 4E King Electricians - Inside Certified Welder $78.55 7C 4E King Electricians - Inside Certified Welder (tunnel) $84.34 7C 4E King Electricians - Inside Construction Stock Person $41.49 7C 4E King Electricians - Inside Journey Level $75.80 7C 4E King Electricians - Inside Journey Level (tunnel) $81.32 7C 4E King Electricians - Motor Shop Journey Level $45.08 5A 113 King Electricians - Powerline Cable Splicer $79.60 5A 4D Construction - - King Electricians - Powerline Certified Line Welder $72.98 5A 4D Construction - - King Electricians - Powerline Groundperson $47.94 5A 4D Construction - King Electricians - Powerline Heavy Line Equipment Operator $72.98 5A 4D Construction - King Electricians - Powerline Journey Level Lineperson $72.98 5A 4D Construction - - King Electricians - Powerline Line Equipment Operator $62.06 5A 4D Construction King Electricians - Powerline Meter Installer $47.94 5A 4D 8W Construction - - - King Electricians - Powerline Pole Sprayer $72.98 5A 4D Construction - - 'King Electricians - Powerline Powderperson $54.55 5A 4D Construction King Electronic Technicians Journey Level $50.57 7E 1E King Elevator Constructors Mechanic $94.22 7D 4A King Elevator Constructors Mechanic In Charge $101.73 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory Work $18.25 5B 1R Products Only King Fence Erectors Fence Erector $41.45 7A 31 :King Fence Erectors Fence Laborer $41.45 7A 31 King ELqg g.ers Journey Level $41.45 7A 31 King Glaziers Journey Level $64.56 7L 1y King Heat Et Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $82.51 7F 1 E King Hod Carriers Et Mason Tenders Journey Level $50.42 7A 31 King Industrial Power Vacuum Cleaner Journey Level $12.00 1 King Inland Boatmen Boat Operator $61.41 5B 1K King Inland Boatmen Cook $56.48 5B 1K King Inland Boatmen Deckhand $57.481 513 1K King Inland Boatmen Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1K s King Inland Boatmen Mate $57.31 5B 1K King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer Operator $31.49 1 Sewer Et Water Systems By Remote Control ht-i-nc• //fnri-racc Inca nnv/Ini/XnianAlnnhi in/nrvVVanalnnl<i in acnv wi 1 /,)f11 U Page 3 of 15 King Ins{�ec_tiontCleaninlSealin Of Grout Truck Operator $12.00 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $60.04 5D 4C King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $48.90 7A 31 King Laborers Airtrac Drill Operator $50.42 7A 31 King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker $50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 King Laborers Cement Finisher Tender $48.90 7A 31 King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 King Laborers Chuck Tender $48.90 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute Operator $49.81 7A 31 King Laborers Concrete Form Stripper $48.90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core Driller $49.81 7A 31 King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers Demolition: Wrecking Et Moving $48.90 7A 31 (incl. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A 31 King Laborers Drill Operator (hydraulic,diamond) $49.81 7A 31 King Laborers Dry Stack Walls $48.90 7A 31 King Laborers Dump Person $48.90 7A 31 King Laborers Epoxy Technician $48.90 7A 31 King Laborers Erosion Control Worker $48.90 7A 31 King Laborers Faller Et Bucker Chain Saw $49.81 7A 31 King Laborers Fine Graders $48.90 7A 31 King Laborers Firewatch $41.45 7A 31 hffn-,-//fnrtrP,,c wa nnv/Ini/XAianPlnnki in/nrv\A/Analnnl<i in acne wi 1 /,)nl a Page 4of15 King Laborers Form Setter $4g'90 7A 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker & Transit Person $50.42 7A 31 King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including Post $49.81 7A 31 Tension Beams King Laborers Guardrail Erector $48.90 7A 31 King Laborers Hazardous Waste Worker (level A) $50.42 7A 31 King Laborers Hazardous Waste Worker (level B) $49.81 7A 31 King Laborers Hazardous Waste Worker (level C) $48.90 7A 31 King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers Laserbeam Operator $49.81 7A 31 King Laborers Maintenance Person $48.90 7A 31 King Laborers Manhole Builder-mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 King Laborers Motorman-dinky Locomotive $49.81 7A 31 King Laborers Nozzleman (concrete Pump, Green $49.81 7A 31 Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $49.81 7A 31 King Laborers Pilot Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King Laborers Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48.90 7A 31 King Laborers Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller - Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Rodder $49.81 7A 31 King Laborers Scaffold Erector $48.90 7A 31 King Laborers Scale Person $48.90 7A 31 King Laborers Sloper (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers $49.81 7A 31 htt-nc //fnrtracc IAIA acnv 1 1 /7n1 Q Page 5 of 15 Tamper Et Similar Electric, Air Et Gas Operated Tools King Laborers Tamper (multiple Et Self-propelled) $49.81 7A 31 King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborers Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 King Laborers Track Liner (power) $49.81 7A 31 King Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44.33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 King Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 88 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 8�( Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 80 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 88 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 88 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 8� Tender King Laborers Tunnel Work-Miner $50.52 7A 31 8� King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.90 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point Laborer $49.81 7A 31 King Laborers Window Washer/cleaner $37.67 7A 31 King Laborers - Underground Sewer Et General Laborer Et Topman $48.90 7A 31 Water King Laborers - Underground Sewer Et Pipe Layer $49.81 7A 31 Water King Landscape Construction Landscape Laborer $37.67 7A 31 King Landscape Construction Landscape Operator $63.76 7A 3K 8X King Landscape Maintenance Groundskeeper $17.87 1 King Lathers Journey Level $58.48 5D 1 H King Marble Setters Journey Level $57.32 5A 1M King Metal Fabrication�ln Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $12.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King IPainter $12.00 1 httDs:Hfortress.wa.00v/Ini/wanelnnkiin/nrvV1/anPlnnkiin acne 1 1 i,)n14 Page 6 of 15 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $61.54 5D 4C King Modular Buildings Cabinet Assembly $12.00 1 King Modular Buildings Electrician 1 $12.001 1 1 King Modular Buildings Equipment Maintenance $12.00 1 King Modular Buildings Plumber $12.00 1 King Modular Buildings Production Worker $12.00 1 King Modular Buildings Tool Maintenance $12.00 1 King Modular Buildings Utility Person $12.00 1 King Modular Buildings Welder $12.00 1 King Painters Journey Level $42.50 6Z 213 King Pile Driver Crew Tender/Technician $64.71 5D 4C King Pile Driver Hyperbaric Worker - Compressed Air $74.87 5D 4C Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $79.87 5D 4C Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $83.87 5D 4C Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $88.87 5D 4C Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $91.37 5D 4C Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $96.37 5D 4C Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $98.37 5D 4C Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $100.37 5D 4C Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $102.37 5D 4C Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $60.29 5D 4C King Pile Driver Manifold Operator (LST) $69.71 5D 4C King Plasterers Journey Level $56.54 1 R King Playpround Et Park Equipment Journey Level $12.00 1 Installers King Plumbers Et Pipefitters Journey Level $85.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $64.83 7A 3K 8X King Power Equipment Operators Assistant Engineer $60.98 7A 3K 8X King Power Equipment Operators Barrier Machine (zipper) $64.26 7A 3K 8X King Power Equipment Operators Batch Plant Operator: concrete $64.26 7A 3K 8X King Power Equipment Operators Bobcat $60.98 7A 3K 8X King Power Equipment Operators Brokk - Remote Demolition $60.98 7A 3K 8X Equipment King Power Equipment Operators Brooms $60.98 7A 3K 8X King Power Equipment Operators Bump Cutter $64.26 7A 3K 8X King Power Equipment Operators Cableways $64.83 7A 3K 8X King Power Equipment Operators Chipper $64.26 7A 3K 8X King Power Equipment Operators Compressor $60.98 7A 3K 8X King Power Equipment Operators Concrete Finish Machine - Laser $60.98 7A 3K 8X Screed King Power Equipment Operators Concrete Pump - Mounted Or Trailer $63.76 7A 3K 8X High Pressure Line Pump, Pump High Pressure httnc• //fnrttracc AA/a nnv/Ini/%Aianalnnl<i in/nrv1A/AnPlnnl<i in acnx V1 1 /?()1 q � Page 70f15 King Rg)���ment Operators Concrete Pump: Truck Mount With $64.83 7A 3K 8X Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount With $64.26 7A 3K 8x Boom Attachment Up To 42m King King E2����ent Operators Cranes friction: 200 tons and over $66.80 7A I LK 8x King Power Equipment Operators Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X or 150' of boom (including jib with King Power Equ.ipment Operators Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8x With Attachments of boom including jib with attachments King PoweLKqqjaMfnLQp!g�r boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8x Under 150' Of Boom (including Jib With Attachments) King Power Eguipment Operators Cranes: A-f rame - 10 Tons And $60.98 7A 3K 8x Under King Power Equipment Operators Cranes: Friction cranes through 199 $66.15 7A 3K 8x tons King Power Eguipment Operators Cranes: through 19 tons with $63.76 7A 3K 8x attachments, A-frame over 10 tons King Power Equipment Operators Crusher $64.26 7A 3K 8x King Power Eguipment Operators Deck Engineer/Deck Winches $64.26 7A 3K 8X King Power Eguipment Operators Derricks, On Building Work $64.83 7A 3K 8x King FqIL���ment Operators Dozers D-9 Et Under $63.76 7A 3K 8X King Power Egui ment 0 erators Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Crane Mount King Power Equipment Operators Drilling Machine $65.48 7A 3K 8X King Power Equipment Operators Elevator And Man-Lift: Permanent $60.98 7A 3K 8x And Shaft Type King Power EguiDment Operators Finishing Machine, Bidwell And $64.26 7A 3K 8x Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over With $63.76 7A 3K 8x Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Attachments King PoweEjgj���� Grade Engineer: Using Blue Prints, $64.26 7A 3K 8x Cut Sheets, Etc King Power Equipment Operators Guardrail Punch $64.26 7A 3K 8x King Power Eguipment Operators Hard Tail End Dump Articulating $64.83 7A 3K 8x Off- Road Equipment 45 Yards. Et Over King Power Eguip22��O erators Hard Tail End Dump Articulating $64.26 7A 3K 8X Off-road Equipment Under 45 Yards King Power Eguipment Operators Horizontal/Directional Drill Locator $63.76 7A 3K 8X Operator King Power Equipment Operators Hydralifts/Boorn Trucks Over 10 $63.76 7A 3K 8X Tons I htfns-//fnrfrpq<; vv;:innv/|nihm;�np|nnl,-/m/nrvVVanp|nnL/ m ;;cznv 7/11 /')D10 Page 8 of 15 King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8X King Power Equipment Operators Loader, Overhead, 6 Yards. But Not $64.83 7A 3K 8X Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X King Power Equipment Operators Loaders, Plant Feed $64.26 7A 3K 8X King Power Equipment Operators Loaders: Elevating Type Belt $63.76 7A 3K 8X King Power Equipment Operators Locomotives, All $64.26 7A 3K 8X King Power Equipment Operators Material Transfer Device $64.261 7A 3K 8X King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per $65.48 7A 3K 8X Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $64.83 7A 3K 8X King Power Equipment Operators Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower Distribution $60.98 7A 3K 8X Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators And $63.76 7A 3K 8X Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X And Over King Power Equipment Operators Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Through 99 Tons King Power Equipment Operators Pavement Breaker $60.98 7A 3K 8X King Power Equipment Operators Pile Driver (other Than Crane $64.26 7A 3K 8X Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X King Power Equipment Operators Posthole Digger, Mechanical $60.98 7A 3K 8X King Power Equipment Operators Power Plant $60.98 7A 3K 8X King Power Equipment Operators Pumps - Water $60.98 7A 3K 8X King Power Equipment Operators Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X King Power Equipment Operators Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On Rubber $64.83 7A 3K 8X Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $60.98 7A 3K 8X King Power Equipment Operators Rigger/Signal Person, Bellman $63.76 7A 3K 8X (Certified) King Power Equipment Operators Rollagon $64.83 7A 3K 8X King Power Equipment Operators Roller, Other Than Plant Mix $60.98 7A 3K 8X King Power Equipment Operators Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Materials King Power Equipment Operators Roto-mill, Roto-grinder $64.26 7A 3K 8X King Power Equipment Operators Saws - Concrete $63.76 7A 3K 8X King Power Equipment Operators Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $63.76 7A 3K 8X King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X And Over King Power Equipment Operators Service Engineers - Equipment $63.76 7A 3K 8X King Power Equipment Operators Shotcrete/Gunite Equipment $60.98 7A 3K 8X hi-i-nc•//fnri-racc XAra nnv/Ini/XAianalnnhi in/nrv\A/anolnnlri in acnv -�/1 1 /7(11 Q Page 9 of 15 King Power Equipment Operators Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X 90 Metric Tons King Power Equipment Operators Slipform Pavers $64.83 7A 3K 8X King Power Equipment Operators Spreader, Topsider Et Screedman $64.83 7A 3K 8X King Power Equipment Operators Subgrader Trimmer $64.26 7A 3K 8X King Power Equipment Operators Tower Bucket Elevators $63.76 7A 3K 8X King Power Equipment Operators Tower Crane Up To 175' In Height $65.48 7A 3K 8X Base To Boom King Power Equipment Operators Tower Crane: over 175' through $66.15 7A 3K 8X 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in height $66.80 7A 3K 8X from base to boom King Power Equipment Operators Transporters, All Track Or Truck $64.83 7A 3K 8X Type King Power Equipment Operators Trenching Machines $63.76 7A 3K 8X King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X And Over King Power Equipment Operators Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Tons King Power Equipment Operators Truck Mount Portable Conveyor $64.26 7A 3K 8X King Power Equipment Operators Welder $64.83 7A 3K 8X King Power Equipment Operators Wheel Tractors, Farman Type $60.98 7A 3K 8X King Power Equipment Operators Yo Yo Pay Dozer $64.26 7A 3K 8X King Power Equipment Operators- Asphalt Plant Operators $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $60.98 7A 3K 8X Underground Sewer Et Water - - King Power Equipment Operators- Barrier Machine (zipper) $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $64.26 7A 3K 8X Underground Sewer Et Water - - - King Power Equipment Operators- Bobcat $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $60.98 7A 3K 8X Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $60.98 7A 3K 8X Underground Sewer Et Water - - - King Power Equipment Operators- Bump Cutter $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Cableways $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Chipper $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Compressor $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - Laser $60.98 7A 3K 8X Underground Sewer F Water Screed httns://fnrtregs_wa_nnv/Ini/wanPlnnkiin/nrvl/1/anPlnnkiin arms wi 1 /,)nlQ Page 10 of 15 King Power Equipment Operators Concrete Pump - Mounted Or Trailer $63.76 7A 3K 8X Underground Sewer & Water High Pressure Line Pump, Pump — High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount With $64.83 7A 3K 8X Underground Sewer Et Water Boom Attachment Over 42 M — King Power Equipment O erators- Concrete Pump: Truck Mount With $64.26 7A 3K 8X Underground Sewer & Water Boom Attachment Up To 42m — King Power Equipment Operators Conveyors $63.76 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Cranes friction: 200 tons and over $66.80 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X Underground Sewer & Water or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X Underground Sewer Et Water With Attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' $66.15 7A 3K 8X Underground Sewer Et Water of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' of $66.80 7A 3K 8X Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X Underground Sewer Et Water Under King Power Equipment Operators Cranes: Friction cranes through 199 $66.15 7A 3K 8X Underground Sewer & Water tons King Power Equipment Operators- Cranes: through 19 tons with $63.76 7A 3K 8X Underground Sewer & Water attachments, A-frame over 10 tons King Power Equipment Operators- Crusher $64.26 7A 3K 8X Underground Sewer & Water — — — King Power Equipment Operators-, Deck Engineer/Deck Winches $64.26 7A 3K 8X Underground Sewer & Water (power) King Power Equipment Operators- Derricks, On Building Work $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 & Under $63.76 7A 3K 8X Underground Sewer & Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Underground Sewer & Water Crane Mount King Power Equipment Operators- Drilling Machine $65.48 7A 3K 8X Underground Sewer & Water King Power Equipment Operators- Elevator And Man-lift: Permanent $60.98 7A 3K 8X Underground Sewer & Water And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $64.26 7A 3K 8X Underground Sewer & Water Gamaco & Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X Underground Sewer & Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Underground Sewer & Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue Prints, $64.26 7A 3K 8X Underground Sewer & Water Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $60.98 7A 3K 8X Underground Sewer & Water King Power Equipment Operators- Guardrail Punch $64.26 7A 3K 8X Underground Sewer & Water hi-tnc• //fnrt-racc Xnia nnv/Ini/AnianAlnnl<i in/nrvVUanalnnhi in acnv '/1 1 /7f11 o Page 11 of 15 King Power Equipment Operators- Hard Tait End Dump Articulating $64.83 7A 3K 8X Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over I King Power Equipment Operators- Hard Tait End Dump Articulating $64.26 7A 3K 8X Underground Sewer &Water Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill Locator $63.76 7A 3K 8X Underground Sewer Ft Water King Power Equipment Operators- Horizontal/Directional Drill $64.26 7A 3K 8X Underground Sewer 8t Water Operator King Power Equipment Operators- Hydratifts/Boom Trucks Over 10 $63.76 7A 3K 8X Underground Sewer Et Water Tons I King Power Equipment Operators- Hydratifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X Underground Sewer Et Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8X Underground I Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not $64.83 7A 3K 8X Underoground Sewer Et Water Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $64.26 7A H3K 8X Underp,round Sewer & Water King Power Equipment Operators- Loaders, Plant Feed $64.26 7A 3K 8X Undergr ound Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (teadmen - $0.50 Per $65.48 7A 3K 8X Underground Sewer Et Water Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mote, Tunnel $64.83 7A 3K 8X Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower Distribution $60.98 7A 3K 8X Underground Sewer Et Water 8t Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators And $63.76 7A 3K 8X Underground Sewer Et Water Mantifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Undergr ound Sewer Et Water Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Underground Sewer Et Water Through 99 Tons King Power Equipment Operators- Pavement Breaker $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $64.26 7A 3K 8X Undergr ound Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Posthote Digger, Mechanical $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Power Plant $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $60.98 7A 3K 8X Undergr ound Sewer Et Water httDs:Hfortress.wa.ciov/1 ni/waciplonki i n/nrvWAnPIr)nk-i in ;;rny wi 1 /?nl ci Page 12 of 15 King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Quick Tower - No Cab, Under 100 $60.98 :7A 3K 8X Underground Sewer Et Water Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On Rubber $64.83 7A 3K 8X Underground Sewer Et Water Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $60.98 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators Rigger/Signal Person, Bellman $63.76 7A 3K 8X Underground Sewer Et Water (Certified) — — King Power Equipment Operators- Roltagon $64.83 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Roller, Other Than Plant Mix $60.98 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $64.26 7A 3K 8X Underground Sewer Et Water — King Power Equipment Operators- Saws - Concrete $63.76 7A 3K 8X Underground Sewer Et Water — King Power Equipment Operators- Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Underground Sewer Et Water Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Service Engineers - Equipment $63.76 7A 3K 8X Underground Sewer & Water King Power Equipment Operators- Shotcrete/Gunite Equipment $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Underground Sewer Et Water Tractors Under 15 Metric Tons Y King Power Equipment Operators- Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons — — King Power Equipment Operators- Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X Underground Sewer & Water 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X Underground Sewer Et Water 90 Metric Tons King Power Equipment Operators- Slipform Pavers $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et Screedman $64.83 7A 3K 8X Underground Sewer Ex Water King Power Equipment Operators- Subgrader Trimmer $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In Height $65.48 7A 3K 8X Underground Sewer Et Water Base To Boom King Power Equipment Operators- Tower Crane: over 175' through $66.15 7A 3K 8X Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in height $66.80 7A 3K 8X Underground Sewer Et Water from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $64.83 7A 3K 8X Underground Sewer Et Water Type hffn-,-//fnrfrP-,c_wa_nnv/Ini/wanPlnnkiin/nrvWanPlnnkirn_a,,nx /?01 q Page 13 of 15 King Power Equipment Operators- Trenching Machines $63.76 7A 3K 8X Under-round Sewer £t Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X Underground Sewer & Water And Over King Power Equipment Operators Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Underground Sewer £t Water Tons King Power Equipment Operators Truck Mount Portable Conveyor $64.26 7A 3K 8X Underground Sewer a Water King Power Equipment Operators Welder $64.83 7A 3K 8X Underground Sewer &Water King Power Equipment Operators- Wheel Tractors, Farmall Type $60.98 7A 3K 8X Underground Sewer & Water King Power Equipment Operators- Yo Yo Pay Dozer $64.26 7A 3K 8X Underground Sewer a Water King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers King Power Line Clearance Tree Spray Person $47.37 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.57 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King Refrigeration a Air Conditioning Journey Level $81.01 6Z 1G Mechanics King Residential Brick Mason Journey Level $57.32 5A 1M King Residential Carpenters Journey Level $45.05 5D 4C King Residential Cement Masons Journey Level $60.07 7A 4U King Residential Drywall Applicators Journey Level $45.05 5D 4C King Residential Drywall Tapers Journey Level $45.19 5P 1E King Residential Electricians Journey Level $39.81 20 King Residential Glaziers Journey Level $43.00 7L 1 H King Residential Insulation Applicators Journey Level $45.05 5D 4C King Residential Laborers Journey Level $36.68 7A 1 H King Residential Marble Setters Journey Level $57.32 5A 1M King Residential Painters Journey Level $42.50 6Z 2B King Residential Plumbers a Pipefitters Journey Level $51.37 5A 1G King Residential Refrigeration a Air Journey Level $51.37 5A 1G Conditioning Mechanics King Residential Sheet Metal Workers Journey Level (Field or Shop) $50.01 7F 1 R King Residential Soft Floor Layers Journey Level $49.43 5A 3J King Residential Sprinkler Fitters (Fire Journey Level $48.18 5C 2R Protection) - King Residential Stone Masons Journey Level $57.32 5A 1M King Residential Terrazzo Workers Journey Level $52.61 5A 1M King Residential Terrazzo/Tile Finishers Journey Level $43.44 5A 1 B King Residential Tile Setters Journey Level $52.61 5A 1M King Roofers Journey Level $51.52 5A 3H King Roofers Using Irritable Bituminous Materials $54.52 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1 E King Shipbuilding a Ship_Repair New Construction Boilermaker $36.36 7V 1 King Shipbuilding & Ship Rem New Construction Carpenter $36.36 7V 1 httns'//fnrtre-,s_wa_nnv/lni/wanPlnnki in/nrv\A/anPlnnki in acnu wi 1 /,)nl Q Page 14 of 15 King lNew Construction Crane Operator $36.36 7V 1 King Shipbuilding Et Ship Re air New Construction Electrician $36.36 7V 1 King Shipbuilding & Ship Repair New Construction Heat Et Frost $73.58 5J 4H Insulator King Shipbuilding Ship Repair New Construction Laborer $36.36 7V 1 King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Operating $36.36 7V 1 Engineer King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Pipefitter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Rigger $36.36 7V 1 King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Shipfitter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction $36.36 7V 1 Warehouse/Teamster King Shipbuilding & Ship Repair New Construction Welder / Burner $36.36 7V 1 King Shipbuilding Et Ship Repair Ship Repair Boilermaker $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Carpenter $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Crane Operator $44.06 7Y 4K King Shipbuilding Et Ship Repair Ship Repair Electrician $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $73.58 5J 4H King Shipbuilding Et Ship Repair Ship Repair Laborer $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Machinist $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $44.06 7Y 4K King Shipbuilding Et Ship Repair Ship Repair Painter $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Pipefitter $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Rigger $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Warehouse / Teamster $44.06 7Y 4K King Sign Makers Et Installers (Electrical) Journey Level $49.70 0 1 King Sign Makers Et Installers (Non- Journey Level $31.52 0 1 Electrical King Soft Floor Lavers Journey Level $49.43 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $78.39 5C 1X King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural} King Stone Masons Journey Level $57.32 5A 1M King Street And Parking Lot Sweeper Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Chainman $58.93 7A 3C 8P King Surveyors Construction Site Surveyor $63.76 7A 3K 8X King Telecommunication Technicians Journey Level $50.57 7E 1 E King Telephone Line Construction - Cable Splicer $41.22 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $23.12 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $39.53 5A 2B Outside hffnc-//fnrfrPCc XAra nnv/Ini/XAianalnnl<i in/nrv\A/analnnki in acne �/1 1 /9t11 A Page 15 of 15 King Telephone Line Construction - Special Aparatus Installer 1 $41.22 5A 2B Outside — — King Telephone Line Construction - Special Apparatus Installer 11 $40.41 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $41.22 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.36 5A 2B Outside King Telephone Line Construction - Television Groundperson $21.92 5A 2B Outside — — King Telephone Line Construction - Television Lineperson/Installer $29.13 5A 2B Outside King Telephone Line Construction - Television System Technician $34.68 5A 2B Outside King Telephone Line Construction - Television Technician $31.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $38.36 5A 2B Outside King Terrazzo Workers Journey Level $52.61 5A 1M King Tile Setters Journey Level $52.61 5A 1M King Tile, Marble it Terrazzo Finishers Finisher $43.44 5A 1B King Traffic Control Stripers Journey Level $46.23 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards $54.30 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards $53.46 5D 3A 8L King Truck Drivers Dump Truck $53.46 5D 3A 8L King Truck Drivers Dump Truck & Trailer $54.30 5D 3A 8L King Truck Drivers Other Trucks $54.30 5D 3A 8L King Truck Drivers - Ready Mix Booster 9 Yards and Over $52.78 5A 4T King Truck Drivers : Ready Mix Non-Booster Loads Under 9 Cubic $52.53 5A 4T Yards King Well Drillers 0 Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers £t Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers httDS://fortress.wa.nnv/lni/wanpinnkiin/nrv\A/Anpinnhiin Acny 2/11 n10 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day, or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at on*and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants,associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 5 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 4. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9)hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays,and all work performed between the hours of midnight(12:00 AM)and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight(8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage,so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two(2)hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten(10)hours per day shall be paid at double the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday,the first six(6)hours work shall be paid at one and one-half times the hourly rate of wage,and all hours over(6)shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday,all work shall be paid at double the hourly rate of wage. U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Holidav Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). 6 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holidav Codes Continued 5. C. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents' Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- 7 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Day On Christmas Eve Day.(9 1/2). Holiday Codes Continued 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 8 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 7. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 9 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 7. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day.If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day.(8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8)Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays: New Year's Day,Martin Luther King Jr. Day,President's Day,Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day,and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day.(8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and the day after Christmas. 10 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: 50.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do"pioneer"work(break open a cut,build road, etc.)more than one hundred fifty(150) feet above grade elevation receive an additional$0.50 per hour. 11 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25'to 300' -$1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'.Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters.The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 12 KE T REQUEST FOR MAYOR'S SIGNATURE N Routing Information: (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTME ) Appro d b i Originator: AbdulrlaSer Almaroof Phone (Originator): 5535 Date Sent: 41)511a Date Required: //-s Return Signed Document to: Nancy Yoshitake Contract Termination Date: 70 working days VENDOR NAME: Date Finance Notified: Scarsella Bros., Inc. (Only required on contracts 4/2/ 1 9 20 000 and over or on any Grant) _ DATE OF COUNCIL APPROVAL: 4/2/19 Date Risk Manager Notified: N/A (Required on Non-CityStandard Contracts/Agreements) reements Has this Document been Specificall Account Number: D2OO47 Authorized in the Bud et? • YES (5 NO Brief Explanation of Document: The attached agreement with Scarsella Bros. is for the Green River Natural Resource Area Storm Water Force Main Project. The project consists of installing a new, storm water force main pipe to connect with proposed pump station on W. James St. RECEIVED nW nF;PT All Contracts Must Be Routed Through The Law Department (This area to be completed by the Law Department) Received Approval of Law Dept.: Law De t. Comments: Date Forwarded to Mayor: Shaded Areas To Be Completed By Administration Staff Received: RECEIVED Recommendations and Comments: Disposition:p 15 01 City of Kent Office of the Mayor Date Returned: P.\Civil\orms\ ocument rocessmg\Request or ayors igoature.ocx