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Award Date:-8/5/201 3 CAG-13-143 Awardedto: CCT Construction, Inc. ' 2416 185th Av E Lake Tapps, WA 98391 $135,185 .00 I �Y O 1 � Bidding Requirements, City of Renton ♦ I Forms, Contract Forms, Conditions of the Contract, Plans and Permits none r City of Renton NE 10th Street and Anacortes Ave NE Detention Pond Retrofit Project I PROJECT NO. SWP-27-3645 City of Renton 1055 South Grady Way Renton WA 98057 Project Manager: Allen Quynn, 425-430-7247 Printed on Recycled Paper N I 5^ 2 w w z r d Z 7 Q� 0 0 0 ui o ¢ Q o O p z Cy O LL of �N U ~Ii >uj 0 O (0 ( ' C7 r� w C4 0 V u)ly Q 1—ILL 0 � ^ 0 L) rnz aw �� -'a:co V 1/� Zw (DZ U� zz ° 0g w ~ ¢ F o�z a(-)z z � ¢zw�o zza LL Zz 2 3 O z 0C9 ` ~Dawes ■ � p0 ZD W~ cr ° wZ Z �a ¢w w- vJ M 0 Z " g I-Z �W o w ¢ rn a z (D v ? 0 ° O a w o> F ww, z z 0 : J O 'w W u� o C � ¢ ro O t a W> 0 Q w 1 ` ' g O ° w (n UK Z ry z W Q Z ~ `O :) Z zw '° m m O ¢ z Q U a J Z /7 U) v) - c J (+J z U U a z Z O O z 0 V o° i� ® O O LL W a a a = a Z O 0 Z 0 _ - .. 0. 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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: 6/24/2013 ;County Trade Job Classification Wage Holiday Overtimel ote King Asbestos Abatement Workers Journey Level $40.83 5D 1 H, ,King Boilermakers Journey Level $62.34 5N 1C King Brick Mason Brick And Block Finisher $42.21 5A 1 M King Brick Mason Journey Level $49.07 5A 1 M "King Brick Mason Pointer-Caulker-Cleaner $49.07 5A 1M King Building Service Employees Janitor $19.98 5S 2F King Building Service Employees Traveling Waxer/shampooer $20.39 5S 2F ,King Building Service Employees Window Cleaner (Scaffold) $24.52 5S 2F =King Building Service Employees Window Cleaner(non-scaffold) $23.66 5S 2F 'King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $49.57 5D IM King Carpenters Bridge, Dock And Wharf $49.57 5D 1M Carpenters King Carpenters Carpenter $49.57 5D 1M King Carpenters Carpenters on Stationary Tools $49.70 5D 1M King Carpenters Creosoted Material $49.67 5D 1M .King Carpenters Floor Finisher $49.57 5D 1M King Carpenters Floor Layer $49.57 5D 1M `King Carpenters Scaffold Erector $49.57 5D 1M King Cement Masons Journey Level $50.13 7A 1M King Divers Et Tenders Diver $100.28 5D 1M 8A {King Divers Et Tenders Diver On Standby $56.68 5D 1M ,King Divers Et Tenders Diver Tender $52.23 5D 1M `King Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator $48.67 5A 1B Tender King Dredge Workers Assistant Engineer $51.07 5D 3G King Dredge Workers Assistant Mate(deckhand) $50.56 5D 3G https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 2 of 17 King Dredge Workers Boatmen $51.07 5D 3G King Dredge Workers Engineer Welder $51.12 5D 3G King Dredge Workers Leverman, Hydraulic $52.69 5D 3G King Dredge Workers Maintenance $50.81 5D 3G King Dredge Workers Mates $51.07 5D 3G King Dredge Workers Oiler $50.69 5D 3G King Drywall Applicator Journey Level $49.74 5D 1 H King Drywall Tapers Journey Level $49.79 5P 1 E King Electrical Fixture Maintenance Journey Level $25.34 5L 1 E Workers ,King Electricians - Inside Cable Splicer $64.24 7C 2W King Electricians - Inside Cable Splicer (tunnel) $69.07 7C 2W ?King Electricians - Inside Certified Welder $62.04 7C 2W King Electricians - Inside Certified Welder (tunnel) $66.65 7C 2W :King Electricians - Inside Construction Stock Person $34.19 7C 2W gKing Electricians - Inside Journey Level $59.85 7C 2W } `King Electricians Inside Journey Level (tunnel) $64.24 7C 2W King Electricians - Motor Shop Craftsman $15.371 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $64.95 5A 4A Construction King Electricians - Powerline Certified Line Welder $59.37 5A 4A Construction 4 King Electricians - Powerline Groundperson $42.16 5A 4A Construction King Electricians - Powerline Head Groundperson $44.50 5A 4A Construction King Electricians - Powerline Heavy Line Equipment $59.37 5A 4A Construction Operator King Electricians - Powerline Jackhammer Operator $44.50 5A 4A Construction King Electricians - Powerline Journey Level Lineperson $59.37 5A 4A Construction :King Electricians - Powerline Line Equipment Operator $49.95 5A 4A Construction :King Electricians - Powerline Pole Sprayer $59.37 5A 4A Construction King Electricians - Powerline Powderperson $44.50 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.70 7D 4A King Elevator Constructors Mechanic In Charge $84.24 7D 4A :King Fabricated Precast Concrete All Classifications - In-Factory $14.60 5B 2K Products Work Only :King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $34.61 7A 2Y a King Glaziers Journey Level $52.76 7L 1Y https.//fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 3 of 17 King Heat Et Frost Insulators And Journeyman $56.93 5J 15 ' Asbestos Workers =King Heating Equipment Mechanics Journey Level $68.52 7F 1 E °King Hod Carriers Et Mason Tenders Journey Level $42.11 7A 2Y King Industrial Power Vacuum Journey Level $9.24 1 Cleaner ?King Inland Boatmen Boat Operator $52.32 5B 1K King Inland Boatmen Cook $48.89 5B 1K King Inland Boatmen Deckhand $48.96 5B 1K ,King Inland Boatmen Deckhand Engineer $49.95 5B 1K sKing Inland Boatmen Launch Operator $51.16 5B 1K :King Inland Boatmen Mate $51.16 5B 1K �. King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 Sewer Et Water Systems By Operator Remote Control °King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control =King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer Er Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer £t Water Systems By Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer £t Water Systems By Remote Control 'King Insulation Applicators Journey Level $49.57 5D 1M King Ironworkers Journeyman $59.02 7N 10 �King Laborers Air, Gas Or Electric Vibrating $40.83 7A 2Y Screed King Laborers Airtrac Drill Operator $42.11 7A 2Y `King Laborers Ballast Regular Machine $40.83 7A 2Y King Laborers Batch Weighman $34.61 7A 2Y King Laborers Brick Pavers $40.83 7A 2Y ,King Laborers Brush Cutter $40.83 7A 2Y 'King Laborers Brush Hog Feeder $40.83 7A 2Y `King Laborers Burner $40.83 7A 2Y <King Laborers Caisson Worker $42.11 7A 2Y =King Laborers Carpenter Tender $40.83 7A 2Y King Laborers Caulker $40.83 7A 2Y 1 King Laborers Cement Dumper-paving $41.59 7A 2Y King Laborers Cement Finisher Tender $40.83 7A 2Y King Laborers Change House Or Dry Shack $40.83 7A 2Y ?King Laborers Chipping Gun (under 30 Lbs.) $40.83 7A 2Y King Laborers Chipping Gun(30 Lbs. And $41.59 7A 2Y Over) htt s:Hfortres.s.wa. ov/lni/wa elooku / rvWa elooku .a p g g p p g p spx 06/24/2013 Page 4 of 17 King Laborers Choker Setter $40.831 7A 2Y ,King Laborers Chuck Tender $40.83 7A 2Y `King Laborers Clary Power Spreader $41.59 7A 2Y .,King Laborers Clean-up Laborer $40.83 7A 2Y ,King Laborers Concrete Dumper/chute $41.59 7A 2Y 8 Operator ,,King Laborers Concrete form Stripper $40.83 7A 2Y kKing Laborers Concrete Placement Crew $41.59 7A 2Y King Laborers Concrete Saw Operator/core $41.59 7A 2Y Driller #King Laborers Crusher Feeder $34.61 7A 2Y King Laborers Curing Laborer $40.83 7A 2Y ,!King Laborers Demolition: Wrecking Et Moving $40.83 7A 2Y t (incl. Charred Material) King Laborers Ditch Digger $40.83 7A 2Y ,King Laborers Diver $42.11 7A 2Y `King Laborers Drill Operator $41.59 7A 2Y (hydraulic,diamond) 'King Laborers Dry Stack Walls $40.83 7A 2Y King Laborers Dump Person $40.83 7A 2Y King Laborers Epoxy Technician $40.83 7A 2Y King Laborers Erosion Control Worker $40.83 7A 2Y ;King Laborers Faller Ft Bucker Chain Saw $41.59 7A 2Y King Laborers Fine Graders $40.83 7A 2Y King Laborers Firewatch $34.61 7A 2Y King Laborers Form Setter $40.83 7A 2Y King Laborers Gabian Basket Builders $40.83 7A 2Y King Laborers General Laborer $40.83 7A 2Y King Laborers Grade Checker Ft Transit $42.11 7A 2Y Person 2 King Laborers Grinders $40.83 7A 2Y King Laborers Grout Machine Tender $40.83 7A 2Y ,King Laborers Groutmen (pressure)including $41.59 7A 2Y Post Tension Beams King Laborers Guardrail Erector $40.83 7A 2Y 'King Laborers Hazardous Waste Worker (level $42.11 7A 2Y A) King Laborers Hazardous Waste Worker (level $41.59 7A 2Y B) King Laborers Hazardous Waste Worker (level $40.83 7A 2Y C) King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbeam Operator $41.59 7A 2Y King Laborers Maintenance Person $40.83 7A 2Y ;King Laborers Manhole Builder-mudman $41.59 7A 2Y 4 https://fortress.wa.gov/lni/wagelookup/prvWagclookup.aspx 06/24/2013 Page 5of17 King Laborers Material Yard Person $40.83 7A 2Y King Laborers Motorman-dinky Locomotive $41.59 7A 2Y King Laborers Nozzleman (concrete Pump, $41.59 7A 2Y Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $41.59 7A 2Y King Laborers Pilot Car $34.61 7A 2Y ;King Laborers Pipe Layer Lead $42.11 7A 2Y King Laborers Pipe Layer/tailor $41.59 7A 2Y 'King Laborers Pipe Pot Tender $41.59 7A 2Y King Laborers Pipe Reliner $41.59 7A 2Y ;King Laborers Pipe Wrapper $41.59 7A 2Y [King Laborers Pot Tender $40.83 7A 2Y King aborers Powderman 421 g $ 1 7A 2Y [:King Laborers Powderman's Helper $40.83 7A 2Y King Laborers Power Jacks $41.59 7A 2Y King Laborers Railroad Spike Puller - Power $41.59 7A 2Y ;King Laborers Raker - Asphalt $42.11 7A 2Y King Laborers Re-timberman 42.11 7A 2Y King Laborers Remote Equipment Operator $41.59 7A 2Y King Laborers Rigger/signal Person $41.59 7A 2Y ;King Laborers Rip Rap Person $40.83 7A 2Y King Laborers Rivet Buster $41.59 7A 2Y :King Laborers Rodder $41.59 7A 2Y ;King Laborers Scaffold Erector $40.83 7A 2Y 'King Laborers Scale Person $40.83 7A 2Y 'King Laborers Sloper (over 20") $41.59 7A 2Y :King Laborers Sloper Sprayer $40.83 7A 2Y ,King Laborers Spreader concrete 41.59 7A 2Y ,King Laborers Stake Hopper $40.83 7A 2Y ;King Laborers Stock Piler $40.83 7A 2Y ;King Laborers Tamper Et Similar Electric, Air $41.59 7A 2Y Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $41.59 7A 2Y i propelled) rKing Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y Shorer Et Cribber) !King Laborers Toolroom Person (at Jobsite) $40.83 7A 2Y King Laborers Topper $40.83 7A 2Y King Laborers Track Laborer $40.83 7A 2Y 'King Laborers Track Liner (power) $41.59 7A 2Y #King Laborers ITraffic Control Laborer $37.01 7A 2Y 8R King Laborers ITraffic Control Supervisor $37.011 7A 2Y 8R htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 06/24/2013 P g g PP g P p Page 6of17 King Laborers Truck Spotter $40.83 7A 2Y 'King Laborers Tugger Operator $41.59 7A 2Y King Laborers Tunnel Work-Compressed Air $55.89 7A 2Y 8D ?. Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $60.92 7A 2Y 8D f Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $64.60 7A 2Y Worker 44.01-54.00 psi ,,King Laborers Tunnel Work-Compressed Air $70.30 7A 2Y 8D Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $72.42 7A 2Y 8Q Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $77.52 7A 2Y 8Q ' Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $79.42 7A 2Y Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $81.42 7A 1 H 84 Worker 70.01-72.00 psi ;King Laborers Tunnel Work-Compressed Air $83.42 7A 1H 8,11 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $42.21 7A 2Y 8D Tender King Laborers Tunnel Work-Miner $42.21 7A 2Y 8D :King Laborers Vibrator $41.59 7A 2Y EKing Laborers Vinyl Seamer $40.83 7A 2Y EKing Laborers Watchman $31.46 7A 2Y King Laborers Welder $41.59 7A 2Y King Laborers Well Point Laborer $41.59 7A 2Y .King Laborers Window Washer/cleaner $31.46 7A 2Y King Laborers - Underground Sewer General Laborer &t Topman $40.83 7A 2Y £t Water King Laborers - Underground Sewer Pipe Layer $41.59 7A 2Y Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $49.74 5D 1 H King Marble Setters Journey Level $49.07 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 'King Metal Fabrication (In Shops Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Miltwright Journey Level $50.67 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 7 of 17 King Modular Buildings Electrician $11.56 1 :King Modular Buildings Equipment Maintenance $11.56 1 sKing Modular Buildings Plumber $11.56 1 'King Modular Buildings Production Worker $9.40 .1 King Modular Buildings Tool Maintenance $11.56 1 'King Modular Buildings Utility Person. $11.56 1 'King Modular Buildings Welder $11.56 1 King Painters Journey Level $36.53 6Z 2B King Pile Driver . Journey Level $49.821 5D 1M King Plasterers Journey Level $48.23 7G 1R ;King Playground & Park Equipment Journey Level $9.19 1 Installers King Plumbers Et Pipefitters Journey Level $71.69 6Z 1 G _King Power Equipment Operators Asphalt Plant Operators $51.89 7A 3C 8P King Power Equipment Operators Assistant Engineer $48.62 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $51.40 7A 3C 8P, King Power Equipment Operators Batch Plant Operator, $51.40 7A 3C 8P Concrete `King Power Equipment Operators Bobcat $48.62 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $48.62 7A 3C' 8P Equipment King Power Equipment Operators Brooms $48.62 7A 3C 8P King Power Equipment Operators Bump Cutter $51.40 7A 3C 8P King Power Equipment Operators Cableways $51.89 7A 3C 8P King Power Equipment Operators Chipper $51.40 7A 3C 8P King Power Equipment Operators Compressor $48.62 7A 3C SP King Power Equipment Operators Concrete Pump: Truck Mount $51.89 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $48.62 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A 3C _ 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $51.40 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $50.98 7A 3C 8P aKing Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Tons With Attachments ,,King Power Eguipment Operators Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Or 250' Of Boom(including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P https:H fortress.wa.gov/lni/wagelookup/p rvWagelookup.aspx 06/24/2013 i Page 8of17 Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $53.01 7A 3C 8P Through 199 Tons 'King Power Equipment Operators Cranes: Friction Over 200 Tons $53.57 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $50.98 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $51.40 7A 3C 8P ;King Power Equipment Operators Deck Engineer/deck Winches $51.40 7A 3C 8P (power) 'King Power Equipment Operators Derricks, On Building Work $51.89 7A 3C 8P 'King IPower Equipment Operators Dozers D-9 Et Under $50.981 7A 3C 8P `King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $51.40 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $48.62 7A 3C 8P Permanent And Shaft Type fr 'King Power Equipment Operators Finishing Machine, Bidwell And $51.40 7A 3C 8P Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $50.98 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Attachments `King Power Equipment Operators Grade Engineer: Using Blue $51.40 7A 3C 8P Prints, Cut Sheets, Etc =King Power Equipment Operators Gradechecker/stakeman $48.62 7A 3C 8P King Power Equipment Operators Guardrail Punch $51.40 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $51.89 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over `King Power Equipment Operators Hard Tail End Dump $51.40 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $50.98 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $51.40 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $50.98 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $48.62 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $52.44 7A 3C 8P Over https://fortress.wa.gov/lni/wagelookup/prvWagelooku .as x 06/24/2013 p p Page 9of17 King Power Equipment Operators Loader, Overhead, 6 Yards. But $51.89 7A 3C 8P i Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $51.40 7A 3C 8P Yards =King Power Equipment Operators Loaders, Plant Feed $51.40 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $50.98 7A 3C 8P I'King Power Equipment Operators Locomotives, All $51.40 7A 3C 8P `King Power Equipment Operators Material Transfer Device $51.40 7A 3C 8P 'King Power Equipment Operators Mechanics, All (leadmen - $52.44 7A 3C 8P $0.50 Per Hour Over Mechanic) `King Power Equipment Operators Mixers: Asphalt Plant $51.40 7A 3C 8P =King Power Equipment Operators Motor Patrol Grader - Non- $50.98 7A 3C 8P finishing :King Power Equipment Operators Motor Patrol Graders, Finishing $51.89 7A 3C 8P 'King Power Equipment Operators Mucking Machine, Mole, Tunnel $51.89 7A 3C 8P Drill, Boring, Road Header And/or Shield ;King Power Equipment Operators Oil Distributors, Blower $48.62 7A 3C 8P Distribution Et Mulch Seeding Operator :King Power Equipment Operators Outside Hoists (elevators And $50.98 7A 3C 8P. Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $51.40 7A 3C 8P 20 Tons Through 44 Tons 'King Power Equipment Operators Overhead, Bridge Type: 100 $52.44 7A 3C 8P Tons And Over xKing Power Equipment Operators Overhead, Bridge Type: 45 $51.89 7A 3C 8P Tons Through 99 Tons :King Power Equipment Operators Pavement Breaker $48.62 7A 3C 8P ;King Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 3C 8P Mount) jKing Power Equipment Operators Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P ,King Power Equipment Operators Posthole Digger, Mechanical $48.62 7A 3C 8P King Power Equipment Operators Power Plant $48.62 7A 3C 8P ..King Power Equipment Operators Pumps - Water $48.62 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A 3C 813 100 Feet In Height Based To Boom sKing Power Equipment Operators Remote Control Operator On $51.89 7A 3C 8P Rubber Tired Earth Moving Equipment ;King Power Equipment Operators Rigger And Bellman $48.62 7A 3C 8P 'King Power Equipment Operators Rollagon $51.89 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A 3C 8P King Power Equipment 0 erators Roller Plant Mix Or Multi-lift $50.98 7A 3C 8P Materials King Power Equipment Operators Roto mill, Roto grinder $51.40 7A 3C 8P https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 10 of 17 ,King Power Equipment Operators Saws - Concrete $50.98 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $51.40 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $50.98 7A 3C 8P ;King Power Equipment Operators Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Yards And Over ;King Power Equipment Operators Service Engineers - Equipment $50.98 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $48.62 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A 3C 8P Tractors Under 15 Metric Tons. ,King Power Equipment Operators Shovel, Excavator, Backhoe: $51.89 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons =King Power Equipment Operators Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $51.89 7A 3C 8P :King Power Equipment Operators Spreader, Topsider Et $51.89 7A 3C 8P Screedman ;King Power Equipment Operators Subgrader Trimmer $51.40 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $50.98 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $53.01 7A 3C 8P Height, Base To Boom 'King Power Equipment Operators Tower Crane Up To 175' In $52.44 7A 3C 8P Height Base To Boom `King Power Equipment Operators Transporters, All Track Or $51.89 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $50.98 7A 3C 8P :-King Power Equipment Operators Truck Crane Oiler/driver - 100 $51.40 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $50.98 7A 3C 8P 100 Tons '-King Power Equipment Operators Truck Mount Portable Conveyor $51.40 7A 3C 8P King Power Equipment Operators Welder $51.89 7A 3C 8P 'King Power Equipment Operators Wheel Tractors, Farmall Type $48.62 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $51.40 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $51.89 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Assistant Engineer $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $51.40 7A 3C 8P Underground Sewer Et Water Concrete https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 11 of 17 King Power Equipment Operators- Bobcat $48.62 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Brokk- Remote Demolition $48.62 7A 3C 8P Underground Sewer & Water Equipment King Power Equipment Operators- Brooms $48.62 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators- Bump Cutter $51.40 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Cableways $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $51.40 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Compressor $48.62 7A 3C 8P Underground Sewer Et Water '-King Power Equipment Operators- Concrete Pump: Truck Mount $51.89 7A 3C 8P Y Underground Sewer Et Water With Boom Attachment Over 42 ' M <King Power Equipment Operators- Concrete Finish Machine -laser $48.62 7A 3C 8P Underground Sewer Et Water Screed 'King Power Equipment Operators- Concrete Pump - Mounted Or $50.98 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $51.40 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m 'King Power Equipment Operators- Conveyors $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Underground Sewer Et Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $51.89 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) ,,King Power Equipment Operators- Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 7A 3C 8P Underground Sewer Et Water Through 199 Tons ,,King Power Equipment Operators- Cranes: Friction Over 200 Tons $53.57 7A 3C 8P Underground Sewer Et Water ,King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P i Underground Sewer Et Water Of Boom (including Jib With Attachments) ;King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 7A 3C 8P ' Underground Sewer Et Water Attachments A-frame Over 10 htt ://f rtres .wa. v lni w 1 ps o s go / / age ookup/prvWagelookup.aspx 06/24/2013 Page 12 of 17 Tons King Power Equipment Operators- Crusher $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $51.40 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Dozers D-9 Et Under $50.98 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $51.40 7A 3C 8P Underground Sewer Et Water !King Power Equipment Operators- Elevator And Man-lift: $48.62 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type ,-King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 7A 3C 8P ' Underground Sewer Et Water Gamaco Et Similar Equipment € King Power Equipment Operators- Forklift: 3000 Lbs And Over $50.98 7A 3C 8P Underground Sewer Et Water With Attachments ' King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $51.40 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Hard Tail End Dump $51.89 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over =King Power Equipment Operators- Hard Tail End Dump $51.40 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards ? King Power Equipment Operators- Horizontal/directional Drill $50.98 7A 3C 8P Underground Sewer Et Water Locator `King Power Equipment Operators- Horizontal/directional Drill $51.40 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $50.98 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $48.62 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $52.44 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $51.89 7A 3C 8P Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $51.40 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 7A I 3C 1 8P ' https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 13 of 1.7 Underground Sewer Et Water ' 'King Power Equipment Operators- Locomotives, All $51.40 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Material Transfer Device $51.40 7A 3C 8P ' Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $52.44 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) ' =King Power Equipment Operators- Mixers: Asphalt Plant $51.40 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Motor Patrol Grader - Non- $50.98 7A 3C 8P Underground Sewer Et Water finishing `King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A 3C 8P Underground Sewer Et Water sKing Power Equipment Operators- Mucking Machine, Mole, Tunnel $51.89 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield ' IKing Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator ' =King Power Equipment Operators- Outside Hoists (elevators And $50.98 7A 3C 8P Underground Sewer Et Water Mantifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $51.40 7A 3C 8P ' p Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $52.44 7A 3C 8P Underground Sewer Et Water Tons And Over ' King Power Equipment Operators- Overhead, Bridge Type: 45 $51.89 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $48.62 7A 3C 8P ' Underground Sewer Et Water =:King Power Equipment Operators- Pile Driver (other Than Crane $51.40 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P Underground Sewer Et Water ,,King Power Equipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators- Power Plant $48.62 7A 3C 8P 4 Underground Sewer Et Water ,King Power Equipment Operators- Pumps - Water $48.62 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P ' Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $48.62 7A 3C 8P Underground Sewer Et Water 100 Feet In Height Based To Boom -King Power Equipment Operators- Remote Control Operator On $51.89 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rottagon $51.89 7A 3C 8P F https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 14 of 17 Underground Sewer E: Water ' King Power Equipment Operators- Roller, Other Than Plant Mix $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P ' Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $50.98 7A 3C 8P ' Underground Sewer E: Water ;King Power Equipment Operators- Scraper, Self Propelled Under $51.40 7A 3C 8P ' Underground Sewer Et Water 45 Yards 'King Power Equipment Operators- Scrapers - Concrete E: Carry All $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Underground Sewer E: Water Yards And Over King Power Equipment Operators Service Engineers Equipment $50.98 7A 3C 8P , Underground Sewer Et Water tKing Power Equipment Operators- Shotcrete/gunite Equipment $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $50.98 7A 3C 8P , Underground Sewer Et Water Tractors Under 15 Metric Tons. :King Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 t Metric Tons 'King Power Equipment Operators- Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Underground Sewer E: Water Tractors: 15 To 30 Metric Tons , :King Power Equipment Operators- Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons 'King Power Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider E: $51.89 7A 3C 8P Underground Sewer Et Water Screedman 'King Power Equipment Operators- Subgrader Trimmer $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $50.98 7A 3C 8P ' Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $53.01 7A 3C 8P Underground Sewer E: Water Height, Base To Boom , King Power Equipment Operators- Tower Crane Up To 175' In $52.44 7A 3C 8P Underground Sewer £t Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $51.89 7A 3C 8P t Underground Sewer E: Water Truck Type King Power Equipment Operators- Trenching Machines $50.98 7A 3C 8P Underground Sewer Et Water ' King Power Equipment Operators- Truck Crane Oiler/driver - 100 $51.40 7A 3C 8P Underground Sewer E: Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $50.98 7A 3C 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 15 of 17 Underground Sewer Et Water 100 Tons ' `King Power Equipment Operators- Truck Mount Portable Conveyor $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $51.89 7A 3C 8P ' Underground Sewer Et Water lKing Power Equipment Operators- Wheel Tractors, Farmall Type $48.62 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer Et Water =King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A Trimmers ;.King Power Line Clearance Tree Spray Person $40.73 5A 4A Trimmers ' $King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A Trimmers ' King Power Line Clearance Tree Tree Trimmer $38.38 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 5A 4A Trimmers l ' King Refrigeration Et Air Journey Level $70.46 6Z 1G l Conditioning Mechanics King Residential Brick Mason Journey Level $49.07 5A 1M S ?King Residential Carpenters Journey Level $28.20 1 !King Residential Cement Masons Journey Level $22.64 1 ,King Residential Drywall Applicators Journey Level $38.60 5D 1M King Residential Drywall Tapers Journey Level $49.79 5P 1E :King Residential Electricians JOURNEY LEVEL $30.44 1 King Residential Glaziers Journey Level. $35.10 7L 1 H ;King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 'King Residential Marble Setters Journey Level $24.09 1 ' King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters I King Residential Refrigeration Et Air Journey Level $70.46 6Z 1 G Conditioning Mechanics lKing Residential Sheet Metal Journey Level (Field or Shop) $41.30 7F 1R ' Workers ;King Residential Soft Floor Lavers Journey Level $41.78 5A 3D 'King Residential Sprinkler Fitters Journey Level $40.81 5C 2R ' (Fire Protection) ,King Residential Stone Masons Journey Level $49.07 5A 1M lKing Residential Terrazzo Workers Journey Level $45.43 5A 1M ' 'King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers <.King Residential Tile Setters Journey Level $25.17 1 lKing Roofers Journey Level $43.90 5A 1R https:Hfortress.wa.gov/lni/wa elooku / rvWa elooku .as x 06/24/2013 � rr � r r Page 16 of 17 ' King Roofers Using Irritable Bituminous $46.90 5A 1 R Materials ;King . Sheet Metal Workers Journey Level (Field or Shop) $68.52 7F 1 E ;King Shipbuilding Et Ship Repair Boilermaker $39.66 7M 1H ' King Shipbuilding Et Ship Repair Carpenter $38.24 70 3B ,King Shipbuilding Et Ship Repair Electrician $37.82 70 313 King Shipbuilding Et Ship Repair Heat & Frost Insulator $56.93 5J 15 ' King Shipbuilding Et Ship Repair Laborer $36.78 70 3B King Shipbuilding Et Ship Repair Machinist $37.81 70 3B King Shipbuilding Et Ship Repair Operator $40.15 70 313 ' King Shipbuilding Et Ship Repair Painter $37.81 70 3B ?King Shipbuilding Et Ship Repair Pipefitter $37.77 70 313 , ;King Shipbuilding Et Ship Repair Rigger $37.76 70 3B King Shipbuilding Et Ship Repair Sandblaster $36.78 70 3B King Shipbuilding Et Ship Repair Sheet Metal $37.74 70 3B ' King Shipbuilding Et Ship Repair Shipfitter $37.76 70 3B ':King IShipbuilding, Et Ship Repair Trucker $37.61 70 3B King Shipbuilding & Ship Repair Warehouse $37.65 70 3B ' King Shipbuilding Et Ship Repair Welder/Burner $37.761 70 3B 'King Sign Makers Et Installers Sign Installer $22.92 1 ' (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 iElectrical) King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) King Sign Makers Et Installers (Non- Sign Maker $33.25 1 ' Electrical) =King Soft Floor Lavers Journey Level $41.78 5A 3D King Solar Controls For Windows Journey Level $12.44 1 ' ,King Sprinkler Fitters (Fire Journey Level $69.59 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) , King Stone Masons Journey Level $49.07 5A 1 M King Street And Parking Lot Journey Level $19.09 1 ' Sweeper Workers King Surveyors Assistant Construction Site $50.98 7A 3C 8P Surveyor ' King Surveyors Chainman $50.46 7A 3C 8P King Surveyors Construction Site Surveyor $51.89 7A 3C 8P King Telecommunication Journey Level $22.76 1 ' Technicians King Telephone Line Construction - Cable Splicer $35.09 5A 213 ' Outside 'King Telephone Line Construction - Hole Digger/Ground Person $19.22 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $33.63 5A 2B https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 06/24/2013 Page 17 of 17 Outside King Telephone Line Construction - Special Aparatus Installer 1 $35.09 5A 2B Outside ' <King Telephone Line Construction - Special Apparatus Installer II $34.37 5A 2B Outside 'King Telephone Line.Construction - Telephone Equipment Operator $35.09 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $32.62 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside =King Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside ' `King Telephone Line Construction - Television Lineperson/Installer $24.66 5A 2B Outside ' King Telephone Line Construction - Television System Technician $29.42 5A 2B Outside King Telephone Line Construction - Television Technician $26.43 5A 2B Outside ' :_King Telephone Line Construction - Tree Trimmer $32.95 5A 2B Outside `King Terrazzo Workers Journey Level $45.43 5A 1M ` IKing Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $37.76 5A 1 B ' Finishers King Traffic Control Stripers Journey Level $41.53 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $47.91 5D 3A 8L WA-Joint Council 28) J,King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D 3A 8L WA-Joint Council 28) ' King Truck Drivers Dump Truck Et Trailer $47.91 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $47.07 5D 3A 8L Council 28) ' King Truck Drivers Other Trucks (W. WA-Joint $47.91 5D 3A 8L Council 28) `King Truck Drivers Transit Mixer $43.23 1 ' King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 y. 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:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 06/24/2013 g g pp g p p Department of Labor and Industries �gti aTATEO ;, Prevailing Wage o4 R STATEMENT OF INTENT TO eo2-sass www.Iiii.wa.Lov/TradesLicensijig/Pi-evWage — ' wq'w.1 111. a.LOV/TradesLicensint?/Pr PAY PREVAILING WAGES evWaee ,y .� y�� • This form must be typed or printed in ink. 1889 ae PubIic Works Contract • Fill in all blartlis or the form will be returned for correction(see instructions). $40.00 Filing Fee Required •Please allow a mininuun of 10 working days for processing. • Once approved,your form will be posted online at Intent ID#(Assigned by L&I) h tt ps://fortress.wa.eo v/I n i/nwi apub/Sea rch Por.aso � nrCom.atiyInformntton ;:;?. °; Awa'rdmgAgenty-Iutolmation, "j:� ('r',, I' Yp, p ,: Your Company Name Project Name Contract Number ABC Company,Inc. Road Repair a¢' `-"^= 2011-01B Your Address Awarding Agency 1234 Main Street - WA State Department of Transportation City State Zip+4 Awarding Agency Address,.' °n' Olympia WA 98501-1234 PO Box 47354 DP, ig's>. Your Contractor Registration Number Your UBI Number City .`k �F State �Q Zip+4 ABCCI*0123AA 123456789 Olympia b,t:WA 4 �`Y 98501 Your industrial Insurance Account Number Awarding AAgeney Contact Name P,fione N*hber 111,1 f1-11 John DoeF1' > (5'85) 5-5555 Mn, Your Email Address(required for notification ofapproval) Your Phone Number County Where`V�!oi"ki ill Be Performed ;4 Cif�y Where Work Will Be Performed prevailingwage @tni.wa.gov (555)555-5555 TsitatstoJt,4.. aybi ��4 '(i 4; Olympia AddltEot rdD rafts r COntCact Detat_t5. Your Expected Job Start Date(mm/dd/yyyy) Bid Due bate{Prime Coiif&Aetof s) -- Award Date(Prime Contractor's) 01/01/2011 aN 9 Yr" r"'+t"�H'� 08/10/2010 r v a* Job Site Address/Directions i Itidtcate Tptal Dollar Amount of Your Contract(including sae f))or time and matenals if applicable $1000 00 State Street a Plum Street 9 ARRA Funds WeptLeruabori',or Energ} fSCienf Funds Does this project utilize American Recovery and Reinvestment Act(ARRA)#funds"; Does this proJlect£utiiize any weatherization or energy efficiency upgrade funds ❑Yes ED No `1y1 .-;(ARRA or othen4'�se)? ❑Yes ®No ( r,.�. Prime Contractor's Company Name Ynme Conita�,tor s intent Number � Htrping,I'avers,Ine Paili Co.ttr gtor s Coin is 'Infor(itatlon r _• F Hinh g Contract p y $Contractor's Company Name XYZ Company,Inc. 123456 + 4 Su er"' . Prime Contractor's Registration Number Prime Conlrackor's UB'hhlurt 6r,1'{'�'�i t Hiring Contractor's Contractor Registration Number Hiring Contractor's UBI Number " "' "ti,� 321456987 XYZIN*0123AA 987654321 "t';°., aa.�?'r SUPERPA123AA Eni to'meat Ihfprmatiou. .,'' -e� Do you intend to use ANY subcontract o s7 � « ❑Yes roe,®-�lYo Will employees perform work on this project? ®Yes ❑No Will ALL work be subcontracted? t ..,."r� 14 `�.kY{es `r*®No Do you intend to use apprentice employees? ®Yes ❑No SF ii y.� ..Ott-[ Number of Owner/�Operniocs who own at least 30 fpofthe comp ay'tiwho will perform work on the project' ❑None(0) ED One(1) [3 Two(2) El Three(3) Crafts/trades/Ocuipahons---:(Do not list apptWiices. They are listed on the Affidavit of Wages Paid only.) Rate of Hourly iv x__ Number of Rate of Hourly i If an employee works in more than one trade,ensitile that all hours worked in each trade are reported below. - Usual("Fringe") ,A Workers Pay For additional cjtifts/trades/occupatioes;please use�idderidum A. Benefits Laborer Asphal 2 39.28 5.00 �4 Power Equipment Operator-Asphalt Plaid Operator 1 48.04 2.35 Truck Driver-Asphalt Mix(o,`veF;r 6 ii s) 1 46.47 0.00 I SiliatureBlock:: - - - - I hereby certify that I have read and understand the ins y fy auctions to complete this form and that the information,including any addenda,are correct and that all workers I employ on this j Public Works Project will be aid no less than the Prevailing Wage Rates as determined by the Industrial Statistician of the Department of Labor and Industries. Print r ti& nnnne. Dote: FnTIJsc'Onl .,: ,. ;.:.. Punt Title Si- ::: ...; Approved by si gn ature of the Department of Labor and Industries Industri al Statistician NOTICE: if the prime contract is alit cost of over one million dollars($1,000,000.00),RCW 39.04.370 requires you to complete the EBB 2805(RCW 39.04.370)Addendum and attach it to your Affidavit of Wages of Paid when your work on the project concludes.Tills Is only a notice.The EBB 2805 Addendum is not submitted with tills Intent. SAMPLE-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 ' Department of Labor and industries Prevailing Wage Program ���aT�sp� AFFIDAVIT OF WAGES PAID ¢ .� (360)902-5335 ' Public Works Contract wwiv.Ini.wa.gov/'i'rad"Licensine/PrevWaae N� oyo $40.00 Filing Fee Required y�r888 ' • This form must be typed or printed in ink. Affidavit ED#(Assigned by L&)] • Fill-in ALL blanks or the.form w r ill_beetunied for correction fsee instructions). i •Please allow a minimum of 10 working days for processing. •Once approved,your form will be posted online at SAMPLE hops://forti-ess.wa.4ovMi/uwia ub/SearchFor.asl) ' Y,oil In anv%lnformnfloii ; Awardin`A enc'?Information; Your Company Name ` Project Name Contract Number ABC Company Road Repair 123-456 Your Address Awarding Agency , ' 1234 Main Street WA St Department of Transportation City State Zip+4 Awarding Agency Address Olympia WA 98501-1234 PO Box 123 Your Contractor Registration Number Your UBI Number City '' State Zip+4 ABCCI*4123AA 123456789 Olympia WA 98501 Your industrial Insurance Account Number Awarding Agency Contact Name Phone Number 111,111-11 John Doe (555)555-5555 Your Email Address(required for notificariou of ayproval) Your Phone Number County Where Work Was Performed City Where Work Was Performed ' prevailingwage@lni.wa.gov (555)`555-55 55 Thurston ,Olympia Additional Defatls ! Contract::l)etails t Yom•Job Start Date(mm/dd/yyyy) Your Date Work Completed(mm/dd/yyyy) Bid Due Date(Prime Contractor's) Award Date(Prime Contractor's) 2/1/2011 3/1/2011 11/12011 ': 1/5/2011 Job Site Address/Directions Your Approved Intent ID,# Indicate Total Dollar Amount o£Your Contract ' Plum and State Street 123456 (including sales tax). $10,000.00 j EHB 2805(RCN 39.04.370)—Is the Prime Contractor's If)ou answered"Yes"to the EHB 2805 question and the Award Date is 9/1/2010 or Contract at a cost of over one million dollars S 1,000,000? ❑Yes Z.No: later you must complete and submit the EIIII 2805 CW 39.04.370 Addendum. I ARRA' iind n, Weutlierfiadon o"r Ene' iEfticlent Fwrds:",,. I Does this project utilize American Recovery and Reinvestment Act(ARRA)funds?, this projectutilize any weatherization or energy efficiency upgrade funds I ❑Yes Z No `- (APRA or otherwise)? ❑Yes Z No i i ' Htrm _CtintractnrsCom anvIntbrmafton.: Prime Contractors Company Name Hiring Contractors Company Name XYZ Company CBA Company ' Prime Contractor's Registration Number Prime:Contractor's UBi Number Hiring Contractor's Registration Number Hiring Contractor's UBI Number XYZCI*0123AA 98765432-1 CBACI*0123AA 456789123 Did you use ANY subcontractors? ❑Yes(AddendumB Renulred)'. Z No •Did employees perform work on this project?' Z Yes ❑No Was ALL work subcontracted? ❑Yes(Addendumn B Regnlredl Z No Did you use apprentice employees? ❑Yes Z No' Number of Owner/Operators who own at least 30%of the company who performed work on this project: ❑None(0) Z One(1) ❑Two(2) ❑ Three(3) You most list the First and Last Namc s of any Owner/O erntor crforniln or wk below List your Crafts/Trades/Occupations Below-For Journey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly i provide all of the information below. Owner/Operators-must provide their First and Last Workers Worked Pay Usual("Fringe") Dame no other information required. *•Apprcntices.are not recorded bclov.You must Benefits use Addendum D to list Apprentices. General Labor 2 153 41.23 8.54 ' Carpenter 5 210 52.26 10.13 I Si•iiahireBlock-:': ---: ! - ,.-..r i'. ' ' - I ' I hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of Ome De rtment of Labor and Industries. j Print Name:Jane Doe Print'ritie:Bookkeeper Signature: Date:3/5/201 1 For'L&73Jscour m y:5i APPROVED: Department of Labor and Industries By industrial Statistician i I SAMPLE-F700-007-000 Affidavit of Wages Paid 3-2011 i I � ENVIRONMENTAL REGULATION � LISTING 1 1 1 1 1 1 1 1 1 1 1 ItEOUIREl1EN3'S FOR THE POLLUTION AND' PRESERVATION F I'UBLIC.NA I URAL.RE O.U,RGES ' In accordance with the provisions of Cha ter 62, Laws of 1973 H B ��1 the Contract or sh` P t all secure any permits or licenses required .by, and'coi��ply fully with all provisjons, of the followtiig ' laws, ordinances,and resolutions: King County Ordinance No 152 7 requires Building arid Land ;Development Division and Hydraulics Division review of grading and filling permits and unclassafieci use penmits,in flaod ' hazard areas, Resolution No. 36230 estalilashes storm drain design standards to be.incorpoated Into project design standards to be incorporated into protect design by Engiieenng Services. Review Y. Hydraulics Division. ' King Coolifity Ordinance No. 800. No 900 No_ 1006 and Resolution No..8778 No. 24553. No. 24834..N6. '689,4 and No. 11242 contamed in King County Code Titles 8 and 10 are provisions for di,sposittoq'of refuse and litter in a licensed disposal site and provide pena'Ities for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation 1• A regulation to:control the emission of air ' contariunan;ts from all sources within 'the jimsdiction of the Puget SouneT Air Pollution Control Agency (King, Pierce Snohomish, and Kitsap Counties)in accordance witli'the Washington Clean Air Act,R.C.W. 70.94. ' WASHINGTON STATE DEPARTMENT OF ECOLOGY VW_A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically report to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution ' Control Agency Regulation I. R.C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife,birds, game,fish, and other aquatic life, and the industrial development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is ' unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of$5,000/day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will P revent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. ' R`C.W_ 76-04.370: Provide for abatement of additional fire hazard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and/or person responsible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. ' H:\DIVISION.SNUTILrflE.S\WATER\RICK\Springbrook Springs\BIDSPF.C.DOClbh I RLQIIIKEItIFNTSFOIZ``i IIE:I'REVEIVTION OF E`NVIRO'YMEIIT AL:POLLUTION�.Ni `. l?RESER NATION()F PU:BLI'C NA`I'URALREStOURCES R( .� . 70:94.660 Provides for issuance cif burning pcmiIts for abating or prevent" of'forest fire hazards,Astruction o.agricultural operations R.C_W: 76-.04 3I0: Stipulates that everyone c:learing Land or':cle� right-af«ay. shall pile and burn or dispose of by other satisfactory.-<means, all foest debris cut thereon, as`:rapidly as the cleanng. or cutting progresses, or. at such other tames; as rile depatmen may spec} ,y, and compl�anee wiih the Iaw.requ.Inng burning pemmts R C. W. 7844 Laws governing°surface ironing {Including sand, gravel, stone, and earth from borrow,pits) which provide for fees and permits, plan or operation, reelarna.tion plan; banding and D inspection of operations. W A:C. 332 48: Delineates all requirements of R C:W 76.-.44 pertaining to land clearing and burning. J S ARMY CORPS OF ENGINEERS Section of the River and 114 or A.ct of Tune 13 1902, Authorizes:Secretary of Army and Corps r., cif Engineers to issue permits to any;:,persons or eoiporaton desiring to:innprove any navigable river at theirown expense and nsk-upon approval of the plans and specifications. Section 404 of the Federal Water Pollution,Control.Act (PL92-500 86:Stat. 8I6): Authorizes rile Secretary of the Army, acting through time Corps of Engineers, .to issue permits for the discharge of dredged or fill,material into the navigable waters at specified disposal sites. Permits may lie denied. if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act improved March 3 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citizen may file a complaint with the U.S.Attorney and share a portion of the fine. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 25789 requires a i unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, land fills, gravel pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Development Division. H:\DIVISION.S\UT'EL TTE.SIN''ATER\RICK\Sprinobrook Springs\BIDSPEC.DOCJbh ' RE UIREIl9FNI'S FOR THE I'REVENT30N OF.:ENV�RONIlIE1VTAL:?PO,LIxT.T.0IV AND I'RESEItVA IJON OF PUB:LJ C NATURAL RESOURCES ' WASHINGTON STATE DEPARTMENT OF +ISIIEI2IES AND{DAME ' Chapter ]12, Lazy s of 1949:. Requires hydraulics :permit:on certain projects: (King County Department of Public Works will.obtain.) WASHINGTON STATE DEPARTMEIV:T OIL ECOLOGY W.A:C. 173 7220 Requires a National ;Pollutant Discharge EIirruna ion Sy.:s:tem (NPDES) pernv:t. . before discharge. of�pollofants from a point source .into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge coMmerctat or industrial waste waters into State surface or ' ground water(such as gravel washing, pit operations, or any operation which`results in a discharge which contains turbidity). W.A.C. 508-12-100. Requires penrlit to use surface water. ' W.A.C. 50842-190: Requires that changes to emits for water use be reviewed b the Department q g. . pe , .. Y P of Ecology ivheriever it is desired' to change the purpose of use, the place of use, the point of 1 withdrawal and/or the diversion of water. W.A.C- 508-12-220: Requires permit to use ground water. ' W.A_C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. ' W.A.C. 508-60: Requires permit to construct in State flood control z one. King County Public Works secures one for design. Contractor secures one for his operation (false work design,etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.C.W. 76-04.150: Requires burning permit for all fires except for small outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural.Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of.visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. ' R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining operation (including sand,gravel, stone, and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899• Requires permit for construction (other than bridges, see U.S. Coast Guard administered permits)on navigable waters (King County Department of Public Works will obtain.) ' I I.ID IVISION.S\UTILITIE.SIWATER\RICK\Springbrook Springs\BU)SPEC.DOGbh REQUIREMENTS:FOR THE PREVENTION;OF ENVIRONiVIENTAL;POLLUTION A�Tn ' PRESERVAThON.OFPUBIIC NATURAL ItFS0.17RCES FIRE PROTECTION DISTRICT. , R.C.W. _52.2.8.010, 5228.020, 52- -,,28 0.30, 52.28 040 52: .05.Os I'rovid..e.s authority for, requirements.of, and:penalties for#allure,o secure a file perrriit for Itlilding an open fire. within.a , fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act=of March.3 l$99 General $ndge Act of Marc} 23 1906 aril General Bridge Act of 1946 as amended August 2 1956 Requires a perrrut for construction of bridge on navigable waters (King County Departriient of I?ubhc Works will obtain). King County Department 'of Piitilie Works will :comply with pe:rt}nent.see:tions of the following laws while securing the aforementioned permit: Sec[ion 4(f) of Department of Transportation Act, National` Environmental Policy Act of 1969- Quality Improvement Act of 1970: I PUGET SOUND AIR POLLUTION CONTRO :,AGENCY Section.`9.02(4) (2):(iii) of.Regul'afion I: Request for verification of population density. Contractor `should tie sure his operations are in coznpl�ance with Regulation I,parfictil"arly Section 9.02 (outdoor „res), _e cton 9 i34 (part]eulate uaaiiei -- diiSi}, and Section '.15 (proventirag pariiciilate eiiattci from becoming airborne). ENVIRONMENTAL PROTECTION AGENCY ' Title 40, Chapter Ic, Part 61: Requires that the Environmental Protection Agency be notified five (5) days prior to the demolition of any strtieture containing asbestos material (excluding residential structures having+fewer than five(5) dwelling units). ' The above requirements will be applicable only where called for on the various road projects.. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office ' of the Director of Public Works,900 King County Administration Building, Seattle,WA. 98104. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. , All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. H:\DTVTSION.S\UTII.nU.S\WATER\RICK\Springbrook Springs\BIDSP£C.DOGbh , � SPECIAL PROVISIONS 1 1 1 1 1 1 1 1 1 1 t t ' NE 10 th STREET AND ANACORTES AVE NE DETENTION POND RETROFIT ' PROJECT ' SPECIAL PROVISIONS FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S FY2011 STORMWATER RETROFIT AND LID COMPETITIVE GRANT NO. G1200560 Engineers Statement: ' The Measurement and Payment Schedule (Section 1-09.14) and Supplemental Special Provisions (Divisions 2 through 9) have been prepared under the direction of the Professional Engineers, registered in the State of Washington,whose seals and signatures appear below: S T CU�? `�' pF WASFl1 �p� WAS�,I r � � 2 6 4;-� 46352 ossI�NAL ���� ��s tONAL �C'�� 1 q1, Jeff Kreshel, P.E. Peter Cunningham, P.E. PROJECT MANAGER PROJECT ENGINEER t TABLE OF CONTENTS 1-01 DEFINITIONS AND TERMS........................................................................................................1 , 1-01.1 General............................................................................................................................1 1-01.3 Definitions.......................................................................................................................1 1-02 BID PROCEDURES AND CONDITIONS.........................................................................:..............3 1-02.1 Prequalification of Bidders...............................................................................................3 , 1-02.2 Plans and Specifications...................................................................................................3 1-02.5 Proposal Forms................................................................................................................4 1-02.6 Preparation of Proposal.....................................................................................................4 1-02.6(l) . Proprietary Information....................................................................................................5 1-02.7 Bid Deposit......................................................................................................................5 1-02.9 Delivery of Proposal.........................................................................................................5 ' 1-02.12 Public Opening of Proposals.............................................................................................5 1-02.13 irregular Proposals...........................................................................................................5 , 1-02.14 Disqualification of Bidders................................................................................................6 1-02.15 Pre Award Information.....................................................................................................6 1-03 AWARD AND EXECUTION OF CONTRACT..................................................................................6 ' 1-03.1 Consideration of bids.......................................................................................................6 1-03.2 Award of Contract............................................................................................................7 ' 1-03.3 Execution of Contract.......................................................................................................7 1-03.4 Contract Bond..................................................................................................................7 1-03.7 Judicial Review ................................................................................................................8 1-04 SCOPE OF WORK.....................................................................................................................8 1-04.2 Coordination of Contract Documents,Plans,Special Provisions Specifications,and Addenda..........................................................................................................................8 1-04.3 Contractor-Discovered Discrepancies................................................................................8 1-04.4 Changes...........................................................................................................................8 ' 1-04.8 Progress Estimates and Payments.....................................................................................9 1-04.11 Final Cleanup...................................................................................................................9 ' 1-05 CONTROL OF WORK................................................................................................................9 1-05.4 Conformity With and Deviation from Plans and Stakes......................................................9 1-05.4(3) Contractor Supplied Surveying........................................................................................10 ' 1-05.4(4) Contractor Provided As-Built Information ......................................................................11 1-05.7 Removal of Defective and/or Unauthorized Work...........................................................11 1-05.10 Guarantees....................................................................................................................12 1-05.11 Final Inspection...............................................................................................................12 1-05.11(1) Substantial Completion Date.....................................................................................12 ' 1-05.11(2) Final Inspection and Physical Completion Date.........................................................13 I i 1-05.11(3) Operational Testing...............................................................:....................................13 1-05.12 Final Acceptance............................................................................................................14 ' 1-05.13 Superintendents, Labor and Equipment of Contractor.....................................................14 1-05.14 Cooperation with Other Contractors...............................................................................14 ' 1-05.16 Water and Power..........................................:................................................................15 1-05.17 Oral Agreements............................................................................................................15 ' 1-05.18 Contractor's Daily Diary..................................................................................................15 1-06 CONTROL OF MATERIAL.........................................................................................................16 1-06.1 Approval of Materials Prior to Use..................................................................................16 1-06.2(1) Samples and Tests for Acceptance..................................................................................16 1-06.2(2) Statistical Evaluation of Materials for Acceptance..........................................................16 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.:::::::::::::::::::::::::.............................16 1-07.1 Laws to be Observed............................................. 16 1-07.2 State Sales Tax...............................................................................................................17 ' 1-07.2(1) General............................................................................................................................17 1-07.2(2) State Sales Tax-Rule 171...............................................................................................17 1-07.2(3) State Sales Tax-Rule-170...............................................................................................18 ' 1-07.2(4) Services...........................................................................................................................18 1-07.5(3)State Department of Ecology...............................................................................................18 ' 1-07.6 Permits and Licenses.......................................................................................................20 1-07.9 . Wages............................................................................................................................20 1-07.9(5) Required Documents.......................................................................................................20 1-07.11 Requirements for Non-Discrimination.............................................................................20 1-07.11(11) City of Renton Affidavit of Compliance...........................................................................20 1-07.12 Federal Agency Inspection..............................................................................................20 1-07.13 Contractor's Responsibility for Work...............................................................................21 1-07.13(1) General............................................................................................................................21 1-07.15 Temporary Water Pollution/Erosion Control ...................................................................21 07.16 PROTECTION AND RESTORATION OF PROPERTY..................................................................21 1-07.16(1) Private/Public Property...................................................................................................21 1-07.17 Utilities and Similar Facilities..........................................................................................22 1-07.17(1) Interruption of Services...................................................................................................23 1-07.18 Public Liability and Property Damage Insurance..............................................................24 1-07.18(1) General............................................................................................................................24 1-07.18(2) Coverages.............................:..........................................................................................24 1-07.18(3) Limits...............................................................................................................................26 1-07.18(4) Evidence of insurance:....................................................................................................26 ' 1-07.22 Use of Explosives............................................................................................................26 1-07.23 Public Convenience and Safety.......................................................................................27 ii L 1-07.23(1) Construction Under Traffic..............................................................................................27 1-07.23(2) Construction and Maintenance of Detours.....................................................................28 1-07.24 Rights-of-Way................................................................................................................28 1-07.28Confined Space Entry........................................................................................................29 1-08 PROSECUTION AND PROGRESS..............................................................................................30 1-08.0 Preliminary Matters.......................................................................................................30 1-08.0(1) Preconstruction Conference ......................................................................................:....30 1-08.0(2) Hours of Work.................................................................................................................31 , 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees.........................31 1-08.1 Subcontracting...............................................................................................................32 ' 1-08.2 Assignment....................................................................................................................32 1-08.3 Progress Schedule..........................................................................................................32 1-08.4 Notice to Proceed and Prosecution of the Work..............................................................33 ' 1-08.5 Time For Completion .....................................................................................................33 1-08.6 Suspension of Work.......................................................................................................35 ' 1-08.7 Maintenance During Suspension ....................................................................................35 1-08.9 Liquidated Damages.......................................................................................................35 1-08.11 Contractor's Plant and Equipment..................................................................................35 ' 1-08.12 Attention to Work..........................................................................................................36 1-09 MEASUREMENT AND PAYMENT.............................................................................................36 1-09.1 Measurement of Quantities............................................................................................36 1-09.3 Scope of Payment..........................................................................................................37 1-09.6 Force Account................................................................................................................37 1-09.7 Mobilization..................................................................................................................38 1-09.9 Payments.......................................................................................................................38 1-09.9(1) Retainage.........................................................................................................................39 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts.......................39 1-09.9(3) Final Payment..................................................................................................................41 ' 1-09.11 Disputes and Claims.......................................................................................................42 1-09.11(2). Claims..................:...........................................................................................................42 1-09.11(3) Time Limitations and Jurisdiction...................................................................................42 1-09.13 Claims and Resolutions ..................................................................................................42 1-09.13(3) Claims$250,000 or Less..................................................................................................42 1-09.13(3)A Administration of Arbitration ....................................................................................42 1-09.13(3)B Procedures to Pursue Arbitration ..............................................................................42 ' 1-09.14 Payment Schedule...................................................................................................................43 1-09.14(1) Scope...............................................................................................................................43 1-09.14(2) Bid Items .........................................................................................................................43 1-09.14(2)A Mobilization& Demobilization(Bid Item 01)-Lump Sum........................................43 r 1-09.14(2)B Minor Change(Bid Item 02) Lump Sum..................................................................44 1-09.14(2)C Construction Surveying,Staking, and As-Builts(Bid Item 03)-Lump Sum...............45 1-09.14(2)D Traffic Control(Bid Item 04)-Lump Sum..................................................................45 1-09.14(2)E Temporary Erosion/Sedimentation Controls(Bid Item 05)-Lump Sum...................46 ' 1-09.14(2)F Seeding, Fertilizing, and Mulching(Bid Item 06)-Square Yard................................46 1-09.14(2)G Final Cleanup and Restoration(Bid Item 07)-Lump Sum........................................46 1-09.14(2)H Clearing and Grubbing(Bid Item 08)-Lump Sum....................................................46 ' 1-09.14(2)1 Removal of Structures and Obstructions(Bid Item 09)-Lump Sum.........................46 1-09.14(2)J Pond Excavation Incl. Haul(Bid Item.10)-Cubic Yard..............................................47 1-09.14(2)K Crushed Surfacing Base Course(Bid Item 11)-Ton..................................................47 1-09.14(2)L Quarry S olls Bid Item 12 Ton 47 1-09.14(2)M Furnish and Install 18-inch CPEP Storm Pipe(Bid Item 13)-Linear Foot..................48 1-09.14(2)N Removal and Replacement of Unsuitable Foundation Material(Bid Item 14)-Ton.48 1-09.14(2)0 Select Imported Trench Backfill(Bid Item 15)-Ton..................................................49 1-09.14(21,° Furnish and Instal!Type-2 Catch Basin 48 In. Diam. (Bid Item 16)-Each.................49 1-09.14(2)Q Connect New Storm Sewer to Existing Structure(Bid Item 17)-Each......................50 1-09.14(2)R Trench Excavation Safety Systems(Bid Item 18)-Lump Sum...................................50 1-09.14(2)S Temporary Dewatering(Bid Item 19)-Lump Sum.....................................................50 1-09.14(2)T Erosion Control Blanket(Bid Item 20)-Square Yard.................................................51 1-09.14(2)U Topsoil Type C(Bid Item 21)-Cubic Yard..................................................................51 1-09.14(2)V Post CPEP Installation Inspection(Bid Item 22)-Lineal Feet....................................51 1-10 TEMPORARY TRAFFIC CONTROL.............................................................................................51 1-10.1 General..........................................................................................................................51 1-10.2(1)B Traffic Control Supervisor..........................................................................................53 1-10.2(2) Traffic Control Plans........................................................................................................53 1-10.3 Flagging,Signs,and All Other Traffic Control Devices.......................................................53 1-10.3(3) Construction Signs...........................................................................................................53 1-10.4 Measurement................................................................................................................53 1-10.5 Payment..........................................................................................................................53 1-11 RENTON SURVEYING STANDARDS..........................................................................................54 ' 1-11.1(1) Responsibility for Surveys.........................................................................................A....54 1-11.1(2) Survey Datum and Precision...........................................................................................54 1-11.1(3) Subdivision Information..................................................................................................54 1-11.1(4) Field Notes......................................................................................................................55 1-11.1(5) Corners and Monuments................................................................................................55 1-11.1(6) Control or Base Line Survey............................................................................................55 1-11.1(7) Precision Levels.....................................................................:.........................................56 1-11.1(8) Radial and Station--Offset Topography..........................................................................56 1-11.1(9) Radial Topography...........................................................................................................56 iv 1 1 1-11.1(10) Station--Offset Topography.............................................................................................56 1-11.1(11) As-Built Survey.................................................................................. .........56 1-11.1(12) Monument Setting and Referencing.......................:.......................................................57 1-11.2 Materials.......................................................................................................................57 1-11.2(1) Property/Lot Corners................................................................................................._........5.7 , 1-11.2(2) Monuments.....................................................................................................................57 1-11.2(3) Monument Case and Cover.............................................................................................57 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP...................................................................58 ' 2-01.1 Description....................................................................................................................58 2-01.2 Disposal of Usable Material and Debris...........................................................................58 2-01.5 Payment........................................................................................................................58 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS.....................................................................58 2-02.3(3) Removal of Pavement,Sidewalks,and Curbs..................................................................58 2-02.4 Measurement................................................................................................................58 2-^2.5 Payment........................................................................................................................59 2-03 ROADWAY EXCAVATION AND EMBANKMENT.........................................................................59 2-03.3 Construction Requirements............................................................................................59 2-03.4 Measurement................................................................................................................60 2-03.5 Payment........................................................................................................................60 2-04 HAUL....................................................................................................................................61 2-04.5 Payment........................................................................................................................61 2-06 SUBGRADE PREPARATION.....................................................................................................61 2-06.5 Measurement and Payment...........................................................................................61 2-09 STRUCTURE EXCAVATION.......................................................................................................61 2-09.1 Description....................................................................................................................61 2-09.3(1)D Disposal of Excavated Material.................................................................................61 2-09.4 Measurement................................................................................................................61 2-09.5 Payment........................................................................................................................61 5-04 ASPHALT CONCRETE PAVEMENT............................................................................................62 5-04.2 Materials.......................................................................................................................62 ' 5-04.3 Construction Requirements............................................................................................62 5-04.3(5) Conditioning the Existing Surface ...................................................................................63 5-04.3(5)A Preparation of Existing Surface.................................................................................63 ' 5-04.3(7)A Mix Design.................................................................................................................64 5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture....................................................64 5-04.3(10)8 Control.......................................................................................................................65 5-04.5 Payment........................................................................................................................65 5-04.5(1)A Price Adjustments for Quality of HMA Mixture.........................................................65 5-04.5(1)8 Price Adjustments for Quality of HMA Compaction..................................................66 S v 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA....................................................................66 ' 5-06.1 Description....................................................................................................................66 5-06.2 Materials.............................................................................................:.........................66 5-06.3 Construction Requirements............................................................................................66 7-01 DRAINS.................................................................................................................................67 7-01.2 Materials.......................................................................................................................67 7-01.3 Construction Requirements............................................................................................67 ' 7-01.4 Measurement................................................................................................................67 7-02 CULVERTS.............................................................................................................................67 ' 7-02.2 Materials.......................................................................................................................67 7-04 STORM SEWERS....................................................................................................................67 7-04.2 Materials.......................................................................................................................67 7-04.4 Measurement.................................................................................................................68 7-04.5 Payment........................................................................................................................68 7-05 MANHOLES, INLETS,AND CATCH BASIN S................................................................................68 7-05.3 Construction Requirements............................................................................................68 7-05.3(1) Adjusting Manholes and Catch Basins to Grade..............................................................68 ' 7-05.3(2) Abandon Existing Manholes............................................................................................70 7-05.3(2)A Abandon Existing Storm Sewer Pipes........................................................................70 ' 7-05.3(3) Connections to Existing Catch Basins::::.::::::::::.:::::::::::.::::::::::.::::::::::.::::: : ............70 7-05.3(5)Manhole Coatings. .70 7-05.4 Measurement................................................................................................................71 7-05.5 Payment........................................................................................................................71 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS.......................................................................71 7-08.3 Construction Requirements............................................................................................71 7-08.3(1)C Bedding the Pipe........................................................................................................71 7-08.3(1)D Pipe Foundation.........................................................................................................72 ' 7-08.3(2)A Survey Line and Grade...............................................................................................72 7-08.3(2)8 Pipe Laying-General................................................................................................ 72. 7-08.3(2)E Rubber Gasketed Joints..............................................................................................73 7-08.3(2)H Sewer Line Connections.............................................................................................73 7-08.3(2)J Placing PVC Pipe........................................................................................................73 7-08.3(3)A Backfilling Pipe Trenches........................................................................ ......73 7-08.4 Measurement................................................................................................................74 7-08.5 Payment........................................................................................................................74 7-09 PIPE AND FITTINGS FOR WATER MAINS..................................................................................75 7-09.3(7)A Dewatering of Trench................................................................................................75 7-09.3(15)A Ductile Iron Pipe........................................................................................................76 7-09.3(15)8 Polyvinyl Chloride(PVC)Pipe(4 inches and Over).....................................................76 Vi L i 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement............................76 7-09.3(19)A Connections to Existing Mains...................................................................................76 , 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block.............................................................77 7-09.3(23) Hydrostatic Pressure Test...............................................................................................77 7-09.3(24)A Flushing and "Poly-pigging" .................... 78 7-09.3(24)D Dry Calcium Hypochlorite..........................................................................................79 7-09.3(24)K Retention Period........................................................................................................79 , 7-09.3(24)N Final Flushing and Testing.........................................................................................79 7-09.3(25) Joint Restraint Systems...................................................................................................79 7-09.4 Measurement................................................................................................................81 7-09.5 Payment........................................................................................................................81 7-12 VALVES FOR WATER MAINS...................................................................................................81 7-12.3(1) Installation of Valve Marker Post....................................................................................81 7-12.3(2) Adjust Existing Valve Box to Grade..................................................................................82 7=12.4 Measurement................................................................................................................82 , 7-12.5 Payment........................................................................................................................82 7-14 HYDRANTS............................................................................................................................83 7-14.3(1) Setting Hydrants...................................:.........................................................................83 7-14.3(3) Resetting Existing Hydrants.............................................................................................83 7-14.3(4) Moving Existing Hydrants..................................................................................................83 7-14.5 Payment........................................................................................................................83 7-15 SERVICE CONECTIONS............................................................................................................84 7-15.3 Construction Details.......................................................................................................84 7-15.5 Payment........................................................................................................................84 7-17 SANITARY SEWERS................................................................................................................84 , 7-17.2 Materials.......................................................................................................................84 7-17.3 Construction Requirements............................................................................................85 7-17.3(1) Protection of Existing Sewerage Facilities.......................................................................85 7-17.3(2) Television Inspection..................................................................................................85 7-17.4 Measurement......................................................:.........................................................85 7-17.5 Payment........................................................................................................................85 8-09 RAISED PAVEMENT MARKERS................................................................................................86 8-09.5 Payment........................................................................................................................86 , 8-13 MONUMENT CASES...............................................................................................................86 8-13.1 Description....................................................................................................................86 8-13.3 Construction Requirements.............................................................................................86 8-13.4 Measurement................................................................................................................86 8-13.5 Payment........................................................................................................................87 8-14 CEMENT CONCRETE SIDEWALKS............................................................................................87 vii 8-14.3(4) Curing .............87 ................................................................................................................. 8-14.4 Measurement................................................................................. .............................87 8-14.5 Payment........................................................................................................................87 8-17 IMPACT ATTENUATOR SYSTEMS-----*... ...................................................................88 ' 8-17.5 Payment........................................................................................................................88 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL..................................................88 8-20.2(1) Equipment List and Drawings..........................................................................................88 8-22 PAVEMENT MARKING.............................................................................................................88 8-22.1 Description....................................................................................................................88 8-22.3(5) Installation Instructions...................................................................................................89 8-22.5 Payment........................................................................................................................89 8-23 TEMPORARY PAVEMENT MARKINGS..-............-.............. ............ ...89 8-23.5 Payment........................... . .................................... ............ ...89 9-03.8(7) HMA Tolerances and Adjustments..................................................................................89 9-03.22 Cement-based Grout for Abandoning Existing Utilities(Additional Section) .....................90 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS..............................................................90 9-05.4 Steel Culvert Pipe and Pipe Arch(RC)..............................................................................90 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC)...................................................................90 9-05.7(2)A Basis for Acceptance(RC)..........................................................................................91 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC)...........................................................................91 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC)...............................................................91 9=05.9 Steel Spiral Rib Storm Sewer Pipe(RC)............................................................................91 9-05.12 Polyvinyl Chloride(PVC) Pipe..........................................................................................92 9-05.12(3) CPEP Sewer Pipe.............................................................................................................92 9-05.14 ABS Composite Sewer Pipe.............................................................................................92 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe...........................................................................92 9-05.20 Corrugated Polyethylene Storm Sewer Pipe(CPEP) .........................................................92 ' 9-05.20(1) Description......................................................................................................................93 9-05.20(2) Pipe Material and Fabrication.........................................................................................93 9-05.20(3) Fittings and Gaskets........................................................................................................93 9-05.20(4) Installation.......................................................................................................................93 9-05.22 High Density Polyethylene Piping...................................................................................93 9-08 PAINTS..................................................................................................................................94 9-08.8 Manhole Coating System Products..................................................................................94 9-08.8(1) Coating Systems Specification.........................................................................................94 9-14.6(9) Meadow Seed Mix.......................................................................................................:...95 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES................................................................95 9-23.9 Fly Ash(RC)....................................................................................................................95 9-30 WATER DISTRIBUTION MATERIALS.........................................................................................96 Viii 9-30.1(1) Ductile Iron Pipe(RC)......................................................................................................96 9-30.3(1) Gate Valves (3 inches to 12 inches).................................................................................96 9-30.3(3) Butterfly Valves...............................................................................................................96 9-30.3(5) Valve Marker Posts..........................................................................................................97 9-30.3(7) Combination Air Release/Air Vacuum-Valves........................................:.........................97 ' 9-30.3(8) Tapping Sleeve and Valve Assembly................................................................................97 9-30.3(9) Blow-Off Assembly..........................................................................................................97 9-30.5 Hydrants........................................................................................................................97 9-30.5(1) End Connections(RC)......................................................................................................98 9-30.5(2) Hydrant Dimensions........................................................................................................98 9-30.6(3)8 Polyethylene Pipe.......................................................................................................98 9-30.6(4) Service Fittings................................................................................................................98 9-30.6(5) Meter Setters..................................................................................................................99 ix SPECIAL PROVISIONS 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of God "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work, which might reasonably have been anticipated from historical records of the general locality of the Work,shall not be construed as an act of god. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for"Contract". Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. ' Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. ' , Dates Bid Opening Date:The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. City of Renton NE 10th Street and Anacortes Ave NE 1 June 2013 Detention Pond Retrofit Project Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an , extension to the Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Date of Commencement:The date stated in the Notice to Proceed on which the Contract Time begins. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day j Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer , The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Owner for the construction engineering of a specific public works project. Inspector The Owner's authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other , information required to obtain the approval of alternative materials or processes by the Owner shall be entirely-borne by the Contractor. Owner , The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as "Contract Bond"defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or"Standard Details" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. City of Renton NE 10th Street and Anacortes Ave NE 2 June 2013 Detention Pond Retrofit Project l Points Wherever reference is made to the Engineer's points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work. Provide Means"furnish and install"as specified and shown in the Plans. Secretary,Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as "Working Drawings"defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents necessary, in the opinion of.the Engineer, for the proper execution of the Work. Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines,conduits,ducts,sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: Bidders shall be qualified by experience, financing, equipment, and organization to do the Work called for in the Contract Documents, The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the Work satisfactorily. 1-02.2 Plans and Specifications Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids)for the Work. 1 City of Renton NE 10th Street and Anacortes Ave NE 3 June 2013 Detention Pond Retrofit Project After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution , Reduced Plans (11" x 17") and 4 Furnished automatically contract provisions upon award Large Plans (22"x 34") 4 Furnished only upon request Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.5 Proposal Forms Delete this Section and replace it with the following: (******) At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid The proposal form will identify the project and its location and describe the Work. It will also list , estimated quantities, units of measurement,the items of Work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where ' applicable, retail sales taxes and acknowledgement of addenda; the bidder's name, address, telephone number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. The Contracting Agency reserves the right to reject any bids that fail to provide a cost proposal all alternates and additives set forth in the proposal forms. Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or , other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name,and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be ' satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal The second paragraph is revised as follows: (******) All prices shall be in legible figures written in ink or typed.The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal , point),where a conflict arises the unit price shall prevail. City of Renton NE 10th Street and Anacortes Ave NE 4 June 2013 Detention Pond Retrofit Project L 1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42,17.3-10,-or any-materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact,so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 3. The Contracting Agency named as obligee; i 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety's officer empowered to sign the bond form included in the Contract Provision. 1-02.9 Delivery of Proposal Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope,with Project Name and Project Number as stated in the Advertisement for Bids, clearly marked on the outside of the envelope. Or as otherwise stated in the Bid Documents,to ensure proper handling and delivery. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: I The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: li 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-2.6 City of Renton NE 10th Street and Anacortes Ave NE 5 June 2013 Detention Pond Retrofit Project h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable,as required in Section 1-02.6;or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 1-02.14 Disqualification of Bidders Revise this section to read: , 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise, or Women's Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; h. The bidder is unable,financially or otherwise,to perform the Work; L A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27) j. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work; 4. A breakdown of costs assigned to any bid item; 5. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where the Work is located; 7. A copy of State of Washington Contractor's Registration;or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any City of Renton , NE 10th Street and Anacortes Ave NE 6 June 2013 Detention Pond Retrofit Project i schedule of a bid to the lowest bidder at its discretion. 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to-be submitted-by-the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: (******) Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor,the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered. before the Contract is executed by the Contracting Agency. tIf the bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-03.4 Contract Bond Revise the first paragraph to read: (******) The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on the Contracting Agency-furnished form; 2. Be signed by an approved surety(or sureties)that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Be conditioned upon the faithful performance of the Contract by the Contractor within the -prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor)to faithfully perform the Contract,or City of Renton NE 10th Street and Anacortes Ave NE 7 June 2013 Detention Pond Retrofit Project b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics,subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation,the bond must be signed by the president or vice- president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the-second paragraph to read: Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2,2 over 3,3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plans 5. Contracting Agency's Standard Plans (if any) 6. Amendments to the Standard Specifications 7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction 1-04.3 Contractor-Discovered Discrepancies Section 1-04.3 is a new section: Upon receipt of award of contract,the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor's duty to inform the Engineer immediately in writing, and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: (******) I Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. City of Renton NE 10th Street and Anacortes Ave NE 8 June 2013 Detention Pond Retrofit Project i 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of "Lump Sum" Work accomplished to date. . The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments-is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay iitem and no further compensation shall be made. • 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for the Contractor supplied surveying,the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per.lump sum. The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to proceed in a safe and orderly manner.The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. 1 The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed 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 Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer.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. City of Renton NE 10th Street and Anacortes Ave NE 9 June 2013 Detention Pond Retrofit Project The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project. If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As-Built records and other Work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and As-Built drawings shall be included in the lump sum price for "Construction Surveying,Staking, and As-Builts." City of Renton NE 10th Street and Anacortes Ave NE 10 June 2013 Detention Pond Retrofit Project 1-05.4(4) Contractor Provided As-Built Information iSection 1-05.4(4) is a new section: It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his Work as covered under this project. It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and elevation each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade,Vaults,Culverts, Signal Poles, and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor's Surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as-built location of the new Work as he recorded in the field book(s). This drawing shall bear the Surveyor's seal and signature certifying its accuracy. All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As-Builts", lump sum. 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented as follows: Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned Work and materials and commence re-execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Owner may correct and remedy such Work as.may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case,the Owner may store removed material. Direct or indirect costs incurred by the Contracting Agency 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 will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional 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. If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal,the Owner may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds otherwise due the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an ' emergency situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to City of Renton NE 10th Street and Anacortes Ave NE 11 June 2013 Detention Pond Retrofit Project I i i perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public,the Property Owner and the Property Owner's property. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non- defective and authorized Work, all without cost to the Contracting Agency. if the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.7 ".Removal of Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however,shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: When the Contractor considers the Work to be substantially complete,the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. �I City of Renton NE 10th Street and Anacortes Ave NE 12 June 2013 Detention Pond Retrofit Project t 1 + To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities,or correction of repair Work remains to reach physical completion of the Work. The Contractor's-request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection,the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2) is a new Section: When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection.The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days' notice of the time for each test and inspection. If the inspection is by another authority City of Renton NE 10th Street and Anacortes Ave NE 13 June 2013 Detention Pond Retrofit Project than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days' notice of the date fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency 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 or signal systems; irrigation systems; buildings; 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. 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. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which 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 unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. 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. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: r Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, the Contracting Agency will take these performance reports into account. 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work, and shall properly connect and coordinate the Contractor's Work with theirs. Other utilities, districts,agencies,and contractors who may be working within the project area are: 1. Puget Sound Energy(gas and electric) 2. AT&T Broadband 3. Qwest Communications 4. City of Renton (water,sewer,transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District City of Renton NE 10th Street and Anacortes Ave NE 14 June 2013 Detention Pond Retrofit Project t 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. 1-05.16 Water and Power Section 1-05.16 is a new Section: 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 and water as a pay item. 1-05.17 Oral Agreements Section 1=05.17 is a new section: No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency, 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets. The diary must contain the Project and Number; if the diary is in loose-leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum,the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. ' 3. A complete description of Work accomplished during the day with adequate references to the Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by the Contractor for future installation,to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by the Owner or other party during each day. 11. Entries to verify the daily (including non-Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, ' quantity,and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. City of Renton NE 10th Street and Anacortes Ave NE 15 June 2013 Detention Pond Retrofit Project 1 ` 1 . 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed,dated, and labeled with project name and number. It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary in the manner described above will constitute a waiver of any such claims or disputes by the Contractor. The Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance , Section 1-06.2(1) is supplemented a follows: (******) The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2) is supplemented by adding the following: (******) Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: (******) The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the Work, all necessary safeguards for protection of workers and the public; shall post-danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the Work assigned to him/her. City of Renton. NE 10th Street and Anacortes Ave NE 16 June 2013 Detention Pond Retrofit Project Necessary anitation conveniences for the use of the workers on the job, properly secluded from public rY 1 . p p Y p observation,shall be provided and maintained by the Contractor. In cases of conflict between different safety regulations,the more stringent-regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of-the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital or doctor's care, and persons, including employees,who may have been injured on'the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the Work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the. Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures, in,on,or near the project site. 1-07.2 State Sales Tax Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund. 1-07.2(2) State Sales Tax—Rule 171 WAC 458-20-171,,and its related rules, apply to building, repairing, or improving streets, roads, etc., City of Renton NE 10th Street and Anacortes Ave NE 17 June 2013 Detention Pond Retrofit Project i which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as part of the street or road drainage system, and power lines when such are part of the roadway lighting system. For Work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the Work. 1-07.2(3) State Sales Tax—Rule 170 WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to; the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets-or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For Work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices,or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5(3)State Department of Ecology Section 1-07.5(3) is supplemented as follows: State Interest Exclusion It is anticipated that this project will be funded by the Washington State Department of Ecology's FY 2011 Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to this contract or any subcontract. Compliance with State and Local Laws The construction of the project, including the letting of subcontracts in connection therewith, shall City of Renton NE 10th Street and Anacortes Ave NE 18 June 2013 Detention Pond Retrofit Project l . conform to the applicable requirements of state and local laws and ordinances. Third-Party Beneficiary Partial funding of this project is being provided through the Washington State Department of Ecology Stormwater Grant Program. All parties agree that the State of Washington shall be, and is herby, named as an expressed third-party beneficiary of this contract,with full rights as such. Access to the Construction Site and to Records The contractor shall provide for the safe access to the construction site and to the contractor's records by the Washington State Department of Ecology personnel. The contactor shall maintain accurate records and accounts to facilitate the Owner's audit requirements and shall ensure that all subcontractors maintain auditable records. These Project records shall be separate and distinct from the Contractor's other records and accounts. All such records shall be available to the Owner and to Washington State Department of Ecology personnel for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3)years after the final audit. Protection of the Environment: No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to state waters must have prior approval of the State of Washington, Department of Ecology. Public Sign The Contractor shall display Ecology's logo in a manner that informs the public that the project received financial assistance from the Washington State Stormwater Grant Program. Utilization of Minority and Women Business Enterprise All bidders are encouraged to utilize certified minority-owned and women-owned businesses to the extent possible in the performance of this contract. All prospective bidders or persons submitting qualifications should take the following steps,when possible. 1. Include qualified minority and women's businesses on solicitation lists. 2. Assure that qualified minority and women's businesses are solicited whenever they are potential sources of service or supplies. 3. Divide the total requirements, when economically feasible, into smaller task or quantities to permit maximum participation by qualified minority and women's businesses. 4. Establish delivery schedules, where work requirements permit, which will encourage participation of qualified minority and women's businesses. 5. Use the services and assistance of the State Office of Minority and Women's Business Enterprise (OMWBE) and the Office of Minority Business Enterprise of the U.S. Department of Commerce, as appropriate. City of Renton NE 10th Street and Anacortes Ave NE 19 June 2013 Detention Pond Retrofit Project l i 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: The permits, easements, and right of entry documents that have been acquired are available for inspection and review. The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the Work, and inspection fees in connection therewith shall be secured and paid for by the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by the Owner thereby shall be charged against the Contractor and deducted from any funds otherwise due the Contractor. 1-07.9 Wages 1-07.9(5) Required Documents Delete the first sentence of the third ara ra h, and replace it with the following: p g p p The Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project's funding source. 1-07.11 Requirements for Non-Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however,that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law,then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273,the amendments thereto,the applicable wage rates, and this Special Provision. City of Renton NE 10th Street and Anacortes Ave NE 20 June 2013 Detention Pond Retrofit Project j 1-07.13 Contractor's Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented as follows: During-unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable conditions by special means or precautions acceptable to the Engineer,. 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph,and replace it with the following: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the Work, nearby land, streams, and other bodies of water, the Contractor shall perform all Work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. 07.16 PROTECTION t.NQ RESTORATION OF PROPERTY 1-07.16(l) Private Public Property Y Section 1-07.16(1) is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project.The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. The Contractor shall provide, with no liability to.the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads,or other temporary Work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way.or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of the Work under this contract. C. Easements, cultivated areas and-other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with City of Renton NE 10th Street and Anacortes Ave NE 21 June 2013 Detention Pond Retrofit Project i the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material , of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all Work, including excavation and backfill, on easements or rights-of-way, which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: (******) Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Owner and the Engineer by owners of such underground facilities or others, and the Owner and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems City of Renton NE 10th Street and Anacortes Ave NE 22 June 2013 Detention Pond Retrofit Project with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. �. In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48-Hour Locators- 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments ma;/ be completed before the Contractor begins Work, or may be performed in conjunction with the Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur,the Contractor shall continue the construction process on other aspects of the project whenever possible. No.additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(l) Interruption of Services Section 1-07.17(1) is a new section: J Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to.notify the affected users and the Engineer not less ' than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. L City of Renton NE 10th Street and Anacortes Ave NE 23 June 2013 Detention Pond Retrofit Project 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: 1-07.18(1) General The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor,or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City,may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII,the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies),terms, conditions,and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. City of Renton NE 10th Street and Anacortes Ave NE 24 June 2013 Detention Pond Retrofit Project The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable) • Explosion,Collapse, and Underground Hazards. • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles C. Workers'Compensation • Statutory Benefits (Coverage A)-Show Washington Labor& Industries Number D. Umbrella Liability(when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts, errors and/or omissions of the(CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self-insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) D. The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation,within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. City of Renton NE 10th Street and Anacortes Ave NE 25 _ June 2013 Detention Pond Retrofit Project 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers'Compensation Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability(If required) Each Occurrence/Incident/Claim $1,000,000 Aggregate $2,000,000 Pollution Liability (If required) to apply on a per protect basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2)years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance: Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. 1-07.22- Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict City of Renton NE 10th Street and Anacortes Ave NE 26 June 2013 Detention Pond Retrofit Project compliance with WAC 296-52 and such local laws, rules and r eg ulation s t hat m ay apply.The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: To disrupt public traffic as little as possible,the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads streets P Y g , sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway,the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. Section 1-07.23(1) is supplemented by adding the following: The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer,to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. City of Renton NE 10th Street and Anacortes Ave NE 27 June 2013 Detention Pond Retrofit Project The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners' access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(2) Construction and Maintenance of Detours Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge,sidewalk, driveway,or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. 1-07.24 Rights-of-Way Delete this section in its entirety, and replace it with the following: Street right-of-way lines, limits of easements,-and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued addendum. Whenever any of the Work is accomplished on or through property other than public right-of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. City of Renton NE 10th Street and Anacortes Ave NE 28 June 2013 Detention Pond Retrofit Project Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so noted on the Drawings. 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 had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing,without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether,adjoining the Work or not, the Contractor shall file with the Engineer a written permission.of the private property owner,and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28Confined Space Entry Section 1-07.28 is new: The Contractor shall: �. 1. Review and be familiar with the City's Public Works Confined Space Entry Program. 2. Review documented information about the City confined spaces in which entry is intended as listed and described in the City's Attribute and Map Book. This information includes identified hazards for each permit-required confined space. 3. Each contractor shall have their own confined space entry program. Upon request of the City they will provide a statement confirming they are in compliance with their confined space entry program including requirements for confined space training for employees associated with the project in Renton. 4. Be responsible for following all confined space requirements established by the provisions in WAC 296-809 and its chapters. 5. Coordinate entry operations with the City of Renton when employees from the contractor will be working in or near City confined spaces. 6. Discuss entry operations with the City of Renton including the program followed during confined space entry. 7. Debrief the City on any hazards confronted or created at the completion of entry operations. 8. Place signs stating, "Danger, Follow Confined Space Entry Procedure before Entering" at each confined space to be entered. Never leave the confined space open and unattended. The contractor's or consultant's point of contact with the City in regard to confined space entry will be the City's assigned construction inspector. City of Renton NE 10th Street and Anacortes Ave NE 29 June 2013 Detention Pond.Retrofit Project 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: 1-08.0(1) Preconstruction Conference Section 1-08.0(1) is a new subsection: The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans and Specifications". Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy,which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: • Contractor's plan of operation and progress schedule (3+copies) • Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) • List of materials fabricated or manufactured off the project • Material sources on the project • Names of principal suppliers • Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working , and standby rates) • Weighted wage rates for all employee classifications anticipated to be used on Project • Cost percentage breakdown for lump sum bid item(s) • Shop Drawings(bring preliminary list) • Traffic Control Plans (3+copies) • Temporary Water Pollution/Erosion Control Plan In addition,the Contractor shall be prepared to address: Bonds and insurance Project meetings—schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls,and certifications Safety regulations for the Contractors'and the Owner's employees and representatives Suspension of Work,time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering,advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights-of-entry City of Renton NE 10th Street and Anacortes Ave NE 30 June 2013 Detention Pond Retrofit Project Other contracts The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week.The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 5:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an 5:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. 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 7:00 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 Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors;and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3) is a new subsection: Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to Work overtime hours. I The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. City of Renton NE 10th Street and Anacortes Ave NE 31 June 2013 Detention Pond Retrofit Project i 1-08.1 Subcontracting Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work. The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. The Contractor shall be responsible for making sure all subcontractors submit all required documentation,forms,etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs, withholdings,and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: (««««««) The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path,the schedule shall show the float, or slack,time. 2. Procurement of material and equipment. 3. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor, agent,or any third party. 5. Allowances for delays that could result from normal inclement weather(time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the City of Renton NE 10th Street and Anacortes Ave NE 32 _ June 2013 Detention Pond Retrofit Project opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of the Engineer, .the progress of construction falls significantly behind schedule,the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer,the revised schedule shall be followed by the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just_cause,to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and.accepted, including revisions thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the performance of the Work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of insurances have been approved and filed by the Owner.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 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.There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the Contract Time. g p p 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: The Work shall be physically completed in its entirety within the time specified in the Contract m „ Documents or as extended by the Engineer. The Contract Time will be stated in working days", shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as"the first working day", and shall end on the Contract Completion date. A non-working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas City of Renton NE 10th Street and Anacortes Ave NE 33 June 2013 Detention Pond Retrofit Project i Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day, which is designated a non-working day or an Engineer determined unworkable day. Because the City will be closed and the employees furloughed, the following dates shall also be considered non-working days; Friday,May 22, 2009; Friday, September 4, 2009; Monday, October 12, 2009; and Wednesday, November 25,2009. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2)the Contract Time in working days; (3)the number of working days remaining in the Contract Time; (4) the number of non-working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved'progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day; then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor's obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law,to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls(Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation,as required by the Contract Provisions. d. FHWA 47 (Federal-aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 City of Renton NE 10th Street and Anacortes Ave NE 34 June 2013 Detention Pond Retrofit Project Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the Contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Owner to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Owner. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete ' the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway,and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: In addition, the Contractor shall compensate the Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs, including reasonable attorneys fees,from the Contractor. 1-08.11 Contractor's Plant and Equipment Section 1-08.11 is a new Section: The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work. The use by the Owner of such plant and equipment shall be considered as extra Work and paid for City of Renton NE 10th Street and Anacortes Ave NE 35 June 2013 Detention Pond Retrofit Project accordingly. i Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1-08.12 Attention to Work Section 1-08.12 is a new section: (***.***) The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: (******) Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s)submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for ' each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery 4 Location of delivery, by street and stationing on each street 5 Place for the Engineer to acknowledge receipt 6 Pay item number 7 Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by the Engineer to verify quantity shown on ticket. City of Renton NE 10th Street and Anacortes Ave NE 36 June 2013 Detention Pond Retrofit Project ' Quantities b Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given Y P Y to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication ' of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight(stamped at source) 3. Gross truckload weight in tons (stamped at source) 4. Net load weight(stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt ' 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-093 is supplemented by adding the following: The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the ' specified Work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent of the Contract per Section 1-04.1,then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words 'Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the "Payment" clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications,and specifically ' in the bid form. When items are to be "furnished" under one payment item and "installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the Work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly ' estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force City of Renton NE 10th Street and Anacortes Ave NE 37 June 2013 Detention Pond Retrofit Project account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor's total bid. However,the Owner does not warrant expressly or by implication that the actual amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization , Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to,the following items: the movement of Contractor's ' personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Owner. ' This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and chair for their use when needed. ' Payment will be made for the following bid item(s): "Mobilization & Demobilization," Lump Sum. 1-09.9 Payments . Delete the third paragraph and replace it with the following: Progress payments for completed Work and material on hand will be based upon progress estimates , prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form—the approximate quantity of acceptable units of Work completed multiplied by the unit price. , 2. Lump Sum Items in the Bid Form—the estimated percentage complete multiplied by the Bid Forms amount for each lump sum item, or per the schedule of values for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to job site or , other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra Work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Reta.inage per Section 1-09.9(1); 2. The amount of Progress Payments previously made;and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. ' City of Renton NE 10th Street and Anacortes Ave NE 38 June 2013 Detention Pond Retrofit Project Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed ' by a subcontractor are subject to the provisions of RCW 39.04.250. Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by the Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct. ' The Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1-08.3). 1-09.9(1) Retainage ' Section 1-09.9(1) is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law, and if the Owner has no unsatisfied claims against the ' Contractor. In the event claims are filed,the Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is required to satisfy any claims by the Owner against the Contractor, until such claims have been finally settled. ' Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Owner a complete release of all liens arising out of this ' Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an ' amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: Damage to another contractor when there is evidence thereof and a claim has been filed. ' Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). City of Renton NE 10th Street and Anacortes Ave NE 39 June 2013 Detention Pond Retrofit Project I Landscape damage assessments per Section 1-07.16. For overtime Work performed by City personnel per Section 1-08.1(4). , Anticipated or actual failure of the Contractor to complete the Work on time: Per Section 1-08.9 Liquidated Damages;or , Lack of construction progress based upon the Engineer's review of the Contractor's approved progress , schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. , Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: ' Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. , Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. Failure of the Contractor to correct defective or unauthorized Work(Section 1-05.8). Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to ' employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- ' 07.10. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. ' The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement , of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, , No legal action has commenced to resolve the validity of the claims,and The Contractor has not protested such disbursement. City of Renton NE 10th Street and Anacortes Ave NE 40 June 2013 Detention Pond Retrofit Project A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section ' will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. ' 1-09.9(3) Final Payment Section 1-09.9(2) is a new section: Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work; ' 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and.liability relating to or arising out of the Work. ' A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act ' upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages; setting penalties, or obtaining such other remedies as may be permitted by law. ' Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right ' to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents. The 30- calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts ' that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state,and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the ' final acceptance date(Section 1-05.12). City of Renton ' NE 10th Street and Anacortes Ave NE 41 June 2013 Detention Pond Retrofit Project 1 1-09.11 Disputes and Claims 1-09.11(2) Claims Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1- 09.9. 1-09.11(3) Time Limitations and Jurisdiction , Paragraph 1,Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the Work is performed. 1-09.13 Claims and Resolutions , 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section.1-09.11 and not resolved by nonbonding ADR processes, shall be , resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration , Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-09.13(3)8 Procedures to Pursue Arbitration ' Section 1-09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; , 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. City of Renton , NE 10th Street and Anacortes Ave NE 42 June 2013 Detention Pond Retrofit Project The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable ' foundation. In the latter case, all costs shall be borne by the Contractor. 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: GENERAL ' 1-09.14(1) Scope Section 1-09.14(1) is a new section: A. Payment for the various items of the bid sheets, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and ' manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and ' including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of Work. B. The Owner shall not pay for material quantities, which exceed the actual measured amount used and approved by the Engineer. C. It is the intention of these specifications that performance of work under bid items shall result in complete construction, in proper operating condition, of improvements identified in these written specifications and accompanying plans. Work and material not specifically listed in the proposal but required in the Plans,Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(2) Bid Items 1-09.14(2)A Mobilization & Demobilization (Bid Item 01)—Lump Sum Section 1-09.14(2)A is a new section: Measurement for mobilization & demobilization, shall be lump sum. The lump sum price shown shall cover the complete cost of furnishing and installing, complete and in-place all Work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component and system testing, and move all personnel and ' equipment off the site after contract completion. City of Renton NE 10th Street and Anacortes Ave NE 43 June 2013 Detention Pond Retrofit Project The Contractor shall provide a Project sign to be placed in a location to be determined by the Owner. The sign shall be constructed to the specifications shown on the construction plans. , The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and commercial and residential access. Equipment and material shall not be stored on private property outside the existing easements or work area limits. For any proposed storage on private property outside the easement or work area the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Work hours are subject to the limitations in the Traffic Control Plan. Work hours shall be limited to weekdays only, between 7:00 a.m. and 5:00 p.m. unless otherwise approved in advance by the City. Machinery shall not be started before 7:00 a.m. Work on weekends will not be allowed, except as , approved in writing by the Engineer. The Contractor shall prepare a Work Plan that shall include the following: , A. Proposed Construction Sequence and Schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Temporary Erosion and Sediment Control Plan for all stages of the project. D. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. ' E. Trench Excavation Safety Systems plan/provisions. F. Temporary Storm Water Bypass Plan. G. Identify Disposal Sites for various waste materials and provide copies of the site's permits, licenses, and approvals. The Work Plan shall be submitted to the City for review and approval within 14 days of the contract award. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed Work as defined in the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20%will be made upon completion and final clean up of the construction site. Such payment will be complete compensation for all mobilization of employees,equipment and materials, Mobilization Plan, Work Plan, preparation of all necessary submittals, bonds, insurance, site improvements, permits, clean-up etc.all in conformance with the Contract Documents. This bid item may not be more than ten percent(10%) of the total amount of Bid. 1-09.14(2)8 Minor Change (Bid Item 02)—Lump Sum Section 1-09.14(2)B is a new Section: ' Measurement for minor changes shall be lump sum. City of Renton NE 10th Street and Anacortes Ave NE 44 June 2013 Detention Pond Retrofit Project At the discretion of the Contracting Agency, all or part of this lump sum may be used in lieu of the more formal procedure as outlined in Section 1-04.4 of the Standard Specifications. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item shall be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be$0(zero). 1-09.14(2)C Construction Surveying, Staking, and As-Builts(Bid Item 03)—Lump Sum Section 1-09.14(2)C is a new section: Measurement for construction surveying, staking and as-built information will be based on the percentage of total Work complete at the time of measurement. Payment may be prorated over the construction period based on the amount of work completed for construction surveying,staking and as-built information. Survey shall be per Special Provision Section 1-05.4 and City of Renton Surveying Standards on Special Provision Section 1-11. The as-built survey shall be per Special Provisions Section 1-11. Payment will be complete compensation for all labor, materials, equipment,travel, surveying needed to construct the improvements to the line and grade as shown on the Plans, to provide the required construction and as-constructed field (as-built information) notes and drawings, etc. required to complete this item of Work in conformance with the Contract Documents. No more than 50%of the bid amount for this item shall be paid prior to the review and acceptance of the as-constructed information by the Engineer. ' 1-09.14(2)D Traffic Control(Bid Item 04)—Lump Sum Section 1-09.14(2)D is a new section: Measurement for traffic control Work will be based on the percentage of total Work complete at the time of measurement. iPayment for traffic control for Work will be made at the measured percentage amount for the pay period times the lump sum bid amount. Payment will be complete compensation for all labor, materials, equipment, preparing and conforming to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control devices, temporary striping, cleanup, etc. required to complete this item of Work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). ' City of Renton NE 10th Street and Anacortes Ave NE 45 June 2013 Detention Pond Retrofit Project t 1-09.14(2)E Temporary Erosion/Sedimentation Controls(Bid Item OS)—Lump Sum Section 1-09.14(2)E is a new section: Measurement for temporary erosion/sediment control(s) will be based on the percentage of total Work complete at the time of measurement. Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which payment shall be complete compensation for all labor, materials, equipment, straw-bale dikes, silt , fencing, plastic sheeting, etc. required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)F Seeding, Fertilizing, and Mulching(Bid Item 06)—Square Yard Section 1-09.14(2)F is a new section: Measurement for seeding,fertilizing,and mulching will be per square yard. Payment for landscape restoration will be made at the unit price bid per square yard, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, seeding, fertilizing, mulching, watering, restoration, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(2)G Final Cleanup and Restoration (Bid Item 07)—Lump Sum Section 1-09.14(2)G is a new section: Measurement for final cleanup and restoration Work will be based on the percentage of total Work complete at the time of measurement. Payment for final cleanup and restoration will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, etc. required to complete , this item in conformance with the Contract Documents. 1-09.14(2)H Clearing and Grubbing (Bid Item 08)—Lump Sum Section 1-09.14(2)H is a new section: Measurement for clearing and grubbing Work will be based on the percentage of total Work complete, at the time of measurement. Payment for clearing and grubbing will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, disposal, etc. required to complete this item in conformance with the Contract Documents. 1-09.14(2)1 Removal of Structures and Obstructions(Bid Item 09)—Lump Sum , Section 1-09.14(2)1 is a new section: , Measurement for removal of structures and obstructions Work will be based on the percentage of total City of Renton NE 10th Street and Anacortes Ave NE 46 June 2013 Detention Pond Retrofit Project Work completed at the time of measurement. ' Payment for removal of structures and obstructions will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, etc. required to compete this item in conformance with the Contract Documents, including but. not limited to removal of the baffle wall and plugging and abandoning the existing outlet pipe. 1-09.14(2)J Pond Excavation Incl. Haul(Bid Item 10)—Cubic Yard Section 1-09.14(2)) is a new section: Measurement for pond excavation shall be measured in cubic yards based on measured volume removed. Pond excavation will be measured only for the area(s)authorized by the Engineer. Payment for pond excavation will be made at the amount bid per cubic yard, which payment will be complete compensation for all labor, materials, equipment, pond excavation, haul, and disposal of waste material, etc., required to complete this item of Work in conformance with the Contract Documents. 1-O9.14(2)K Crushed.Surfacing Base Course(Bid Item 11)—Ton Section 1-09.14(2)K is a new section: Measurement for crushed surfacing base course shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for crushed surfacing base course will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. 1-O9.14(2)L Quarry Spalls (Bid Item 12)—Ton Section 1-09.14(2)L is a new section: Measurement for quarry spalls shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for quarry spalls will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. City of Renton NE 10th Street and Anacortes Ave NE 47 June 2013 Detention Pond Retrofit Project 1 1-09.14(2)M Furnish and Install 18-inch CPEP Storm Pipe(Bid Item 13)—Linear Foot Section 1-09.14(2)M is a new section: t Measurement for furnishing and installing 18" diameter CPEP storm pipe will be based on lineal footage measured horizontally-along the invert of the installed pipe from center of manhole to center of manhole. CPE storm water pipe shall be smooth interior wall meeting the requirements of Section 9-05.20 Corrugated Polyethylene Storm Sewer Pipe. Water-tight joints shall be furnished and installed. ' Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit bid price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. i Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment.to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Payment for furnishing and installing 18" diameter CPEP storm pipe will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, locating all existing utilities and potholing in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required, gaskets, installation, laying and joining pipe and fittings, debris barrier, bedding, CDF check dam, and pipe zone fill material, appurtenances, stockpile and placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, etc. required to complete the Work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 15). 1-09.14(2)N Removal and Replacement of Unsuitable Foundation Material(Bid Item 14)—Ton Section 1-09.14(2)N is a new section: (******) Measurement for removal and replacement of unsuitable foundation material shall be measured in tons based on the placed weight of material installed. Placement of foundation material will be measured only for the area(s) authorized by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. , Payment for removal and replacement of unsuitable foundation material will be made at the amount City of Renton ' NE 10th Street and Anacortes Ave NE 48 June 2013 Detention Pond Retrofit Project bid per ton, which payment will be complete compensation for all labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc., required to complete this item of Work in conformance With the Contract Documents. 1-09.14(2)0 Select Imported Trench Backfill(Bid Item 15)—Ton Section 1-09.14(2)0 is a new section: Measurement for select imported backfill shall be measured in tons based on the weight of material installed into the Work. .Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. 1-O9.14(2)P Furnish and Install Type-2 Catch Basin 48 In. Diam. (Bid Item 16)—Each Section 1-09.14(2)P is a new section: Measurement for furnishing and installing Type-2 catch basin will be per each for each Type-2 catch basin installed in conformance with the Contract Documents. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow, material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Payment for furnishing and installing Type-2 catch basin will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement removal, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, Type-2 catch basin, frame and grate, installation, adjustment of frames to grade, appurtenances, connections, stockpile and placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, etc. required to complete the Work in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Items 15). City of Renton NE 10th Street and Anacortes Ave NE 49 June 2013 Detention Pond Retrofit Project 1 1-09.14(2)Q Connect New Storm Sewer to Existing Structure (Bid Item 17)—Each Section 1-09.14(2)Q is a new section:' Measurement for connect new storm sewer to existing structure will be per each in conformance with the Contract Documents. Payment for connect new storm sewer to existing structure will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement removal, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, core-drilling, grouting, installation, appurtenances, bedding, stockpile and placement of subsequent backfill (native) materials, compaction,water, cleaning, temporary pavement patching, and cleanup, etc., required to complete all connect new storm sewer to existing catch basin in conformance with the Contract Documents. Select imported backfill materials are included in other bid items(see Bid Item 15). 1-09.14(2)R Trench Excavation Safety Systems(Bid Item 18)—Lump Sum , Section 1-09.14(2)R is a new Section: Measurement for trench excavation safety systems will be based on a percentage defined as the amount of storm sewer pipelines installed divided by the total length of storm sewer pipe shown to be installed. The Contractor is completely responsible for providing adequate shoring and support for all excavations to provide safe access for workers, prevent soil stuffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. Trench Shoring and Excavation Safety System shall comply with WAC 296-155 Part N, Standard Specifications Section 2-09.3(3) and 2-09.3(4), and all other applicable State and Federal regulations. The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all earth loads and traffic loads. The Contractor is responsible for showing that the proposed shoring system meets the regulatory requirements. This bid item shall apply to all excavations needed for the project. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)S Temporary Dewatering (Bid Item 19)—Lump Sum i Section 1-09.14(2)S is a new section: I (******) Measurement for temporary dewatering will be based on the percentage of total Work complete, by City of Renton NE 10th Street and Anacortes Ave NE SO June 2013 Detention Pond Retrofit Project t _ dollar value,at the time of measurement. Payment for temporary dewatering will be at the lump sum amount bid, which payment shall be complete compensation for a complete dewatering plan, all labor, materials, equipment, sump pumps, bypasses,etc. required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)T Erosion Control Blanket(Bid Item 20)—Square-Yard Section 1-09.14(2)T is a new section: Measurement for erosion control blanket will be per square yard. Payment for organic temporary erosion control blanket in accordance with Section 9-14.5(2) will be at the unit price bid per square yard, which payment shall be complete compensation for all labor, materials,-`and equipment, required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)U Topsoil Type C(Bid Item 21)—Cubic Yard Section 1-09.14(2)U is a new section: Measurement for topsoil will be per cubic yard. Payment for topsoil will be at the unit price bid per cubic yard, which payment shall be complete compensation for all labor, materials, and equipment, required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)V Post CPEP Installation Inspection (Bid Item 22)—Lineal Feet Section 1-09.14(2)V is a new section: Measurement for television inspection of the new sanitary sewers will be based on the lineal feet of pipe inspected. Payment for television inspection of the new sanitary sewers in accordance with the specifications will be made at the amount bid per linear foot, which payment will be considered complete compensation for all labor, materials, equipment to perform television inspection and preparation of DVD records of all new sanitary sewers constructed as part of the project and provision of the record DVDs to the Engineer. 1-10 TEMPORARY TRAFFIC CONTROL i1-10.1 General Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. City of Renton NE 10th Street and Anacortes Ave NE 51 June 2013 Detention Pond Retrofit Project Section 1-10.1 is supplemented by adding the following: , When the bid proposal includes an item for"Traffic Control,"the Work required for this item shall be all items described in Section 1-10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing, and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this Work; and 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or as directed by the Engineer and delivering to the City Shops, or storing and reinstalling as directed by'the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the Work.site. The traffic control plan shall include descriptions of ' the traffic control methods and devices to be used by the prime Contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any Work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. , 10. Promptly removing or covering all non-applicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal, then all Work required by these sections will be considered incidental and their cost shall be included in the other items of Work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services, which could not be usually anticipated, by a prudent Contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment,or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the Contractor's modification to the traffic control plan(s) appearing in the Contract shall not be covered by the provisions in this paragraph. If the total cost of all the Work under the Contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on , Uniform Traffic Control Devices(MUTCD). City of Renton NE 10th Street and Anacortes Ave NE 52 June 2013 Detention Pond Retrofit Project The Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)8 Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required.or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract. During non-Work periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. 1-10.3 Flagging,Signs,and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: (RRRRRR) At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non-working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD' and shall be 3M-diamond grade or equivalent approved by the Engineer. Barricades shall also be equipped with flashers. 1-10.3(3) Construction Signs Section 1-10.3(3) paragraph 4 is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the Work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the Work in the bid proposal. I 1-10.4 Measurement Section 1-10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of"Traffic Control". No adjustment in the lump sum bid amount will be made for overtime Work or for use of relief flaggers. 1-10.5 Payment Section 1-10.5 is replaced with: Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1,for the following bid items when included in the proposal: ' City of Renton NE 10th Street and Anacortes Ave NE 53 June 2013 Detention Pond Retrofit Project "Traffic Control," Lump Sum. 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332- 130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards &Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988,the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark)will be shown on the drawing, as well as a description of any benchmarks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements,and methodology used in that retracement. City of Renton NE 10th Street and Anacortes Ave NE 54 June 2013 Detention Pond Retrofit Project 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01,the second point would be 348.16.02,etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the Surveyor will be given to the City. For all other Work, Surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. Monument:Any physical object or structure of record, which marks or accurately references: ' A corner or other survey point established by or under the supervision of an individual per Section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners; and • Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non-single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or"as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project,the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American. Public Works Association symbols shall be used City of Renton NE 10th Street and Anacortes Ave NE 55 June 2013 Detention Pond Retrofit Project 1 whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. i The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format,on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, Specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station- , offset topography shall meet the requirements of Section 1-11.1 herein. The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined ` either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy Specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station--Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as-built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing Contractor and the "as-builting" surveyor is therefore required. All "as-built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based upon control or base line surveys made in conformance with these Specifications. City of Renton NE 10th Street and Anacortes Ave NE 56 June 2013 Detention Pond Retrofit Project LThe field notes for "as-built" shall meet the requirements of Section 1-11.1(4) herein and submitted with stamped and signed "as-built drawings which includes a statement certifying the accuracy of the "as-built". The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for all "as-built" surveys. 1-11.1(12) Monument Setting and Referencing ' All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed,e.g.,the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of Section 1-11.2(1) herein. All non-corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2) herein. If the monument falls within a paved portion of a right-of-way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per Section 1-11.2(3). In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the PI instead of the PC and PT of the curve. For all non corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1-11.2(3) Monument Case and Cover Materials shall meet the requirements of Section9-22 and City of Renton Standard Plans page H031. ' City of Renton NE 10th Street and Anacortes Ave NE 57 June 2013 Detention Pond Retrofit Project 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows:. The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees, which are damaged, shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications,these Special Provisions, and the Plans. The Contractor shall receive approval from the Engineer prior to removal. 2-01.2 Disposal of Usable Material and Debris , Section 2-01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2—Waste Site. 2-01.5 Payment Section 2-01.5 is supplemented as follows: The lump sum price for"Clearing and Grubbing'shall be full compensation for all Work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Section 2-02.3(3) is revised and supplemented as follows: Item "1" is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces to some off-project site. The section is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: City of Renton NE 10th Street and Anacortes Ave NE 58 June 2013 Detention Pond Retrofit Project Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut,full depth. Wheel cutting of pavement will not be measured for-separate payment, but shall be included in other items of Work. 2-02.5 Payment Section 2-02.5 is supplemented by adding: "Saw Cutting", per lineal foot. "Remove Sidewalk", per square yard. "Remove Curb and Gutter", per lineal foot. "Cold Mix", per ton "Remove Asphalt Concrete Pavement," per square yard. "Remove Cement Concrete pavement," per square yard. "Remove existing ," per All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments,while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed Work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All Work and material required to return these areas to their original conditions, as directed by the Engineer,shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the I compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface,which is smooth and even,without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade, and before placement of fills or base course, the subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. ' City of Renton NE 10th Street and Anacortes Ave NE 59 June 2013 Detention Pond Retrofit Project Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to , P q 8 place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris, and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications, shall be used. 2-03.4 Measurement ' Section 2-03.4 is supplemented by adding the following: At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation , excavation - by the cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number,time and date,and be approved by the Engineer. 2-03.5 Payment Section 2-03.5 is revised as follows: (******) Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. Payment will be made for the following bid items when they are included in the proposal: "Roadway Excavation Including Haul," per cubic yard "Removal and Replacement of Unsuitable Foundation Material," per ton "Gravel Borrow Including Haul," per ton "Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s) provided for the installation of the utility mains and appurtenances. When the Engineer orders excavation below subgrade, then payment will be in accordance with the item "Removal and Replacement of Unsuitable Foundation Material'. In this case, all items of Work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for "Roadway Excavation Including Haul' shall be full pay for excavating, loading, placing, or otherwise disposing of the material. The unit contract price per ton for"Removal and Replacement of Unsuitable Foundation Material' shall be full pay for excavating, loading, and disposing of the material. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. City of Renton NE 10th Street and Anacortes Ave NE 60 June 2013 Detention Pond Retrofit Project 2-04 HAUL 2-04.5 Payment Section 2-04.5 is revised and supplemented'as follows: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit pr-ice of other units of Work.. 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment Section 2-06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 1 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This Work also includes the excavation, haul, and disposal of the water quality volume of the pond, as well as all unsuitable materials such as peat, muck, swampy or unsuitable materials, including buried logs and stumps. The berm shall be constructed by leaving existing dense glacial till intact and excavating around the berm. The berm shall not be excavated and re-compacted. Excavation of the pond shall be undertaken during dry weather and with the pond completely drained.The existing glacial till is moisture sensitive and earthwork should be avoided during wet weather. Minor seepage may be encountered and require the use of sumps and pumps. Dewatering of the excavation, where needed, shall be in accordance with Section 7-09 as amended by the Special Provisions. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: If the Contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the Work. 2-09.4 Measurement Section 2-09.4 is revised and supplemented as follows: Gravel backfill. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2. 2-09.5 Payment Section 2-09.5 is revised and supplemented as follows: Payment will be made for the following bid items when they are included in the proposal: City of Renton NE 10th Street and Anacortes Ave NE 61 June 2013 Detention Pond Retrofit Project Pond Excavation Incl. Haul", per cubic yard. "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the Plans or the Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case,the Contractor, at no expense to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials,tools, equipment, and pumping, or shall be included in the unit bid price of other items . of Work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the Contract. "Gravel Backfill (Kind)for(Type of Excavation)", per cubic yard or per ton. When gravel backfill is paid by the ton,the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. 5-04 ASPHALT CONCRETE PAVEMENT 5-04.2 Materials Section 5-04.2 is revised and supplemented as follows: Delete the second and fourth paragraphs of this section. The base course shall be untreated crushed surfacing. Asphalt concrete shall meet the grading requirements forthe specified mix. Temporary patch shall be cold or hot mix. 5-04.3 Construction Requirements Section 5-04.3 is supplemented as follows: Shoulder Restoration The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6 inches below original street grade to provide for placement of the new subgrade and paving. The subgrade shall be constructed of 1% inch minus crushed surfacing base course placed to a compacted thickness of 2% inches,followed by 5/8-inch minus crushed surfacing top course placed to a compacted thickness of 1%: inches. HMA Class %2" shall then be placed and compacted in 2-inch lifts up to a maximum 4-inch thickness to match existing pavement thickness. Minimum thickness shall be 2 inches. The shoulder shall be replaced to the existing fog line in areas where the existing asphalt shoulder is seriously disturbed,or at the Engineer's discretion. Asphalt Concrete Patching and Overlay The Contractor shall maintain temporary hot mix asphalt patches daily during construction to the satisfaction of the governing road agency and the Engineer until said patch is replaced with a permanent hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving grade asphalt City of Renton NE 10th Street and Anacortes Ave NE 62 June 2013 Detention Pond Retrofit Project f within 30 calendar days. Private Driveways Where a private driveway is damaged by either construction of the project or by the Contractor's use and activity on the road, it shall be repaired to the satisfaction of the property owner,the City, and to its original condition or better. Damaged asphalt-concrete driveways shall be replaced by saw cutting to a straight line and replacing a full width section. Damaged cement-concrete driveways shall be removed to the nearest joint (real or dummy) and replaced with a full width section. Damaged gravel driveways shall.have crushed surfacing placed and compacted to a minimum depth of 4 inches. Curbs,Gutters and Sidewalks Existing curbs, gutters, and sidewalks damaged by construction of the project or the Contractor's use and activity, shall be repaired to the satisfaction of the property owner, the City, and to its original condition or better. 5-04.3(5) Conditioning the Existing Surface Section 5-04.3(5) is supplemented as follows: The Contractor shall maintain existing surface contour during patching, unless otherwise instructed by the City Engineer or Inspector. 5-04.3(5)A Preparation of Existing Surface Section 5-04.3(5)A is supplemented as follows: The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked"from one site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the ' overlay site until given permission by the City's inspector. All utilities shall be painted with a biodegradable "soap"to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack Iand ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. i Cit y of Renton NE 10th Street and Anacortes Ave NE 63 June 2013 Detention Pond Retrofit Project The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACID, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay. 5-O4.3(7)A Mix Design Item 2 is deleted) and replaced with: 2. Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements for the HMA. . The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture Item 1 is deleted and replaced with: 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA. 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 as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the 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. Item 7 is deleted. City of Renton NE 10th Street and Anacortes Ave NE 64 June 2013 Detention Pond Retrofit Project I 5-04.3(10)8 Control Replace Section 5-04.3(10)B with the following: Sub-base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method, ASTM D 1557. Compact asphalt concrete patch and paving to 95%of maximum compaction. 5-04.5 Payment 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor"f' All aggregate passing: 1%2", 1",W, '/2",3/8" and No. 4 sieves 2 All aggregate passing No.8, No 16, No.30, No.50, No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. 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 acceptance tolerance limits in Section 9-03.8(7), 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 street shall be tested to provide a minimum of three sets of results for evaluation. 2. 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 acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated 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 produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM.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 City of Renton NE 10th Street and Anacortes Ave NE 65 June 2013 Detention Pond Retrofit Project i HMA in the lot in tons and the unit contract ice per ton of the mix. p 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. 5-04.5(1)8 Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming 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 the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA Section 5-06 is new Section with subsections: 5-06.1 Description Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period, prior to use by vehicular traffic. Within paved streets, the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. 5-06.2 Materials The asphalt pavement for temporary patches shall be 2" of a hot mix asphalt composition determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements The Contractor shall maintain temporary hot mix asphalt patches daily during to the satisfaction of the governing road agency and the Engineer until said patch is replaced with permanent hot patch. The completed pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving asphalt within 30 calendar days. The Contractor shall immediately repair, patch, or remove any temporary pavement that does not i provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not City of Renton NE 10th Street and Anacortes Ave NE 66 June 2013 Detention Pond Retrofit Project be used as permanent asphalt pavement or subgrade material. 7-01 DRAINS .7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene(PE)at the option of the Contractor unless the Plans specify the type to be used. 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVC drainpipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drainpipe shall. be jointed with snap-on, screw-on,or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC under drain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing under drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the Contract does not include "Structure Excavation Class B" or "Structure Excavation Class B Including Haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7-02 CULVERTS 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7-04 STORM SEWERS 7-04.2 Materials The second paragraph of Section 7-04.2 is revised as follows: Where steel or aluminum are referred to in this section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated (galvanized), Asphalt Treatment I Coated, corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized City of Renton NE 10th Street and Anacortes Ave NE 67 June 2013 Detention Pond Retrofit Project representative, stating the Specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by the Engineer will not relieve the Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or.-workmanship and the Contractor's own expense. 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: I (******) The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows,tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins and similar type structures. 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: (******) The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all Work to complete the installation, including adjustment of inverts to manholes. When no bid item "Gravel Backfill for Pipe Bedding" is included in the Schedule of Prices, pipe bedding, as shown in the Standard Plans, shall be considered incidental to the pipe and no additional payment shall be made. Testing of storm sewer pipe, if.required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. Abandonment and plugging of pipe shall be included in the lump sum contract price for "Removal of Structure and Obstruction". No separate payment will be made. 7-05 MANHOLES, INLETS,AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: (******) All manholes shall have eccentric cones and shall have ladders. Storm sewer pipe to manhole or catch basin connections shall be "Kor-n-Seal" boot or approved equal. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade 1 Section 7-05.3(1) is replaced with: (******) Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The -existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the City of Renton NE 10th Street and Anacortes Ave NE 68 June 2013 Detention Pond Retrofit Project finished elevations per standard detail 400.1, prior to final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6"above grade. In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The Contractor shall carefully reference each manhole so that they may be easily found upon completion of the street Work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. 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 cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete 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 carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets.The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: adjustments of valve box castings shall be made in the same manner as for manholes. City of Renton NE 10th Street and Anacortes Ave NE 69 June 2013 Detention Pond Retrofit Project 7-05.3(2) Abandon Existing Manholes Section 7-05.3(2) is revised as follows: Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as specified in Section 2-03.3(14)C. Debris.resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-05.3(2)A Abandon Existing Storm Sewer Pipes Section 7-05.3(2)A is a new section: Where it is required that an existing storm sewer pipe be abandoned (or portions of pipe installed as part of this project which are to be abandoned as shown on the Plans), both ends of the abandoned pipe and all lateral connections to the pipe shall be plugged with 3,000 psi cement,concrete and the pipe shall be filled with cement-based grout. A cement-based grout shall be used to fill the void of the abandoned storm sewer pipe. The grouting material must have a strength of at least 100 psi and shall have flow characteristics appropriate for filling a storm sewer. The grout mix designed and method of installation shall be approved by the Engineer prior to beginning the operation (See Section 9-03.22). �I 7-05.3(3) Connections to Existing Catch Basins Section 7-05.3(3) is supplemented by adding the following: Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to fit and re-grout the opening in a workmanlike manner. Where directed by the Engineer or where shown on the Plans, additional structure channeling will be required. Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor- n-Seal' boots. Existing sanitary sewer manholes shall be cleaned, repaired, and re-channeled as necessary to match the new pipe configuration and as shown on the Construction Plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins,or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at her/his own expense. The unit bid price per each shall be full compensation for all labor, materials and equipment required. 7-05.3(5) Manhole Coatings Section 7-05.5 is an added new section: All new sanitary sewer manholes shall be coated as specified below. The following coating system Specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. City of Renton NE 10th Street and Anacortes Ave NE 70 June 2013 Detention Pond Retrofit Project Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer:One coat of Wasser MC-Aroshield (2.0 mils DFT) Finish:Two or more coats of Wasser MC-Aroshield (min.4.0 mils DFT) Color: White 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: Catch basins will be measured per each. IAdjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Connection to existing pipes and structures shall be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented as follows: "Adjust Existing ," per each. The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the Work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin," per each. "Connect Structure to existing pipe," per each. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with Section 9- 03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction City of Renton NE 10th Street and Anacortes Ave NE 71 June 2013 Detention Pond Retrofit Project shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effo rt. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(1)D Pipe Foundation Section 7-08.3(1)D is a new section: Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. 'Foundation gravel shall be ballast and conform to the requirements of Section 9- 03.9(1)of the Standard Specifications. Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)8 Pipe Laying—General Section 7-08.3(2)6 is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight- tenths)flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner, which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired,or a new undamaged pipe shall be furnished and installed. The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the.trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the City of Renton NE 10th Street and Anacortes Ave NE 72 June 2013 Detention Pond Retrofit Project Engineer may change the alignment and/or the grades, Except for short runs, which may be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a downhill grade, shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in.a vertical position. Immediately after the pipe joints have been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-08.3(2)H is supplemented by adding the following: All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use i in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of PVC, plain or reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled. When the existing main is constructed of vitrified clay, the main shall be re- sectioned with flexible couplings, Fernco or approved equal. Connections (unless booted connections have been provided for)to existing concrete manholes shall be per Section 7-05.3(3). 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)) is an added new section: In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter-collar will be used at the point of connection. 7-08.3(3)A Backfilling Pipe Trenches Section 7-08.3(3)A is a new section supplementing 7-08.3(3) To the maximum extent available, suitable material obtained from trench or pond excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that City of Renton . NE 10th Street and Anacortes Ave NE 73 June 2013 Detention Pond Retrofit Project they do not congregate or interfere with proper compaction. If the native material is considered by the Engineer as unsuitable for backfill, or where unsuitable material is requested by the Engineer to be removed or over-excavated from trench excavations, then Bank Run Gravel for Trench Backfill Sewer material conforming to the requirements of Section 9-03.19 shall be used. All-native or-=imported backfill material shall be compacted to 95% of maximum dry density per ASTM D 1557 unless otherwise specified herein or on the Plans. Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. This includes the foundation, backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on-site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re- compacted at the Contractor's expense. The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement that may occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as p p p Y Y determined b the modified proctor compaction test,ASTM D1557. Y p p The Contractor shall be responsible for the disposal of any excess excavated material. 7-08.4 Measurement The first paragraph of Section 7-08.4 is revised as follows: (******) Gravel backfill for foundations shall be measured by the cubic yard, including haul, as specified in 2-09, or by the ton. 7-08.5 Payment Section 7-08.5 is replaced with: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations Class ", per cubic yard or ton. "Commercial Concrete", per cubic yard. 4 "Structure Excavation Class B", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Unless specifically identified and .provided as separate items, structure excavation, -dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract price per foot for the size and type of pipe being jointed. City of Renton NE 10th Street and Anacortes Ave NE 74 June 2013 Detention Pond Retrofit Project "Shoring r Extra Excavation Class B" g , per square foot. If this pay item is not in the Contract,then it shall be incidental. 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(7)A Dewatering of Trench 7-09.3(7)A is is supplemented by adding the following: The Contractor shall anticipate that surface and groundwater will be encountered in excavation of trenches and the pond and shall ascertain to his own satisfaction the extent to which surface and ground water may affect the work. The Contractor shall install and maintain temporary drains and drain ditches, as required,to intercept or control and direct surface water which may affect the execution or condition of the work. Bypass of the storm drain system in NE 10th Street shall be coordinated with the City. Pond and trenches shall be dewatered by whatever means and methods deemed most effective and efficient by the Contractor. The configuration, size, and capacity of dewatering systems and equipment shall maintain excavations free of water at all times and shall prevent bottom heave of the excavation, instability of the pipe bedding or foundation, collapse of trench walls, and/or similar detrimental. occurrences. The Contractor shall determine the size, capacity, and configuration of all piping and equipment required for dewatering and shall furnish, install, and maintain in operation all such piping and equipment until all construction is completed. The Contractor shall maintain the dewatering systems in place and in operation for whatever time required to properly dewater trenches prior to and during excavation and during backfilling. The Contractor shall make all arrangements for and shall pay all costs of power and maintenance necessary for operation of pumps. All surface or groundwater controlled and/or directed b the Contractor shall be disposed of in Y p accordance with the requirements and regulations imposed by local,state,and federal agencies. The Contractor shall construct temporary ditches, well points, sumps, drains, etc., and provide and operate equipment adequate to keep all excavations and trenches free of water. The Contractor shall remove all water during periods when: concrete is being placed; pipe is being laid; placing of embankment material; and at other such times as required for proper, efficient and safe execution of the work and to avoid settlement or damage to the facilities being constructed or adjacent facilities or property. j When dewatering open excavations,the Contractor shall dewater from outside the structural limits and from a point below the bottom of the excavation when possible.The Contractor shall design dewatering system to prevent removal of fines from existing ground. The Contractor shall grade and/or properly drain the ground surface adjacent to open excavations so as to prevent surface water from running into the open excavation. Water disposal from excavations and trenches shall be discharged to the existing stormwater system in accordance with Section 1-07.15 as amended in the Special Provisions. Contractor shall be responsible for collecting, pumping, and conveying of groundwater or stormwater. The removal and control of water and cleaning and flushing of existing conveyance piping shall be considered incidental to the construction and shall be included in the costs of other items of the work involved in the project. City of Renton NE 10th Street and Anacortes Ave NE 75 June 2013 Detention Pond Retrofit Project 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)8 Polyvinyl Chloride(PVC)Pipe(4 inches and Over) Section 7-09.3(15)B is supplemented as follows: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17) has been revised as follows: The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8-mil polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: (******) The Contractor may be required to-perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system. Water system personnel will operate all valves on the existing system for the Contractor when required. No Work shall be performed on the connections unless a representative of the water department is _ present to inspect the Work. When not stated otherwise in the special provisions or on the plans, all connections to existing water mains will be done by City forces as provided below: City Installed Connections: Connections to existing piping and tie-ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions, and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut-down of the existing water mains. The City reserves the right to re- City of Renton NE 10th Street and Anacortes Ave NE 76 June 2013 Detention Pond Retrofit Project schedule the connection if the Work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the Work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the con-nection-by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the.construction plans, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21) has been supplemented by adding the following: (******) Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to the City of Renton Standard Details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with Section 7-11.3(15). Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels,shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand-mixed concrete is not allowed) and poured in place. 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: (******) A hydrant meter and a backflow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making the required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit hand i registering 1 gallon per revolution.The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline* in GPH City of Renton NE 10th Street and Anacortes Ave NE 77 June 2013 Detention Pond Retrofit Project Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed,the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N DFP 7400 in which: L= Allowable leakage,gallons/hour N = No.of joints in the length of pipeline tested D= Nominal diameter of the pipe in inches P= Average test pressure during the leakage test, psi The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute test ep riod." Is deleted. 7-09.3(24)A Flushing and "Poly-pigging" Section 7-09.3(24)A shall be revised and supplemented as follows: Sections of pipe to be disinfected shall first be poly-pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly-pigged",then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly-pig" shall be equal to Girard Industries Aqua-Swab-AS, 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City of City of Renton NE 10th Street and Anacortes Ave NE 78 June 2013 Detention Pond Retrofit Project is rE C Renton Standard Details. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. �I 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid., 7-09.3(24)K Retention Period 1L Section 7-09.3(24)K has been revised as follows: 1� Treated water shall be retained in the pipe at least 24 hours but no longer than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/I. �C 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new fsystem. Samples will be collected and bacteriological tests obtained by the Engineer. 7-09.3(25) Joint Restraint Systems ( Section 7-09.3(25) is a new additional section: General: Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: High strength low-alloy steel (cor-ten),ASTM A242, heat-treated,superstar"SST" series. High strength low-alloy steel (cor-ten),ASTM A242, superstar"SS"series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. iASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full- body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufacturer's reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77:3/4"same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. City of Renton NE 10th Street and Anacortes Ave NE 79 June 2013 Detention Pond Retrofit Project Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4",ASTM A563,grade A,zinc plated or hot-dip galvanized. Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot-dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S10:for 5/8" and 3/4"tierods,ASTM A563,grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot-dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI 61.1. S12: 5/8" and 3/4" diameter, ASTM A36,A307. Tiewasher: round flat washers, zinc plated or hot-dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint.system in accordance with the manufacturer's instructions so all joints are Y g mechanical) locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4 ................................................2 6" .. ..........................................2 8" ................................................3 10" ..............................................4 I 12" ..............................................6 14" ..............................................8 16" ..............................................8 18" ..............................................8 �. 20" ..............................................10 24" ..............................................14 3011 ..............................................(16-7/8"rods) 3611 ...............................................(24-7/8"rods) Where a manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. I Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the Inspector's satisfaction, with koppers bitomastic no. 300-m,or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with ko.ppers. bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. City of Renton NE 10th Street and Anacortes Ave NE 80 June 2013 Detention Pond Retrofit Project 7-09.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat-lines based-on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead-man blocks will be per cubic-yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the Plans. �} 7-09.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.5 is revised and supplemented as follows: "Furnish and Install Ductile Iron Water Main & Fittings", per lineal foot. The unit contract price per linear foot for each size and kind of "Furnish and Install Ductile Iron Water Main & Fittings"shall be full pay for the bid item as described in Section 1-09.14. "Concrete Thrust Blocking and Dead-Man Anchor Blocks", per cubic yard. The unit contract price per cubic yard for "Concrete Concrete Thrust Blocking and Dead-Man Anchor Blocks"shall be full pay for the bid item as described in Section 1-09.14. Connection to Existing Water Mains", per each. The unit contract price per each for "Connection to Existing Water Mains" shall be full pay for the bid item as described in Section 1-09.14. "Select Imported Trench Backfill", per cubic yard or ton. The unit contract price per cubic yard or ton for"Select Imported Trench Backfill"shall be full pay for the bid item as described in Section 1-09.14. "Removal and Replacement of Unsuitable Foundation Material", per ton or cubic yard. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Foundation Material"shall be full pay for the bid item as described in Section 1-09.14. 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1) has been revised as follows: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the City of Renton NE 10th Street and Anacortes Ave NE 81 June 2013 Detention Pond Retrofit Project post exposed above p grade. g p The rest of this section is deleted. 7-12.3(2) Adjust Existing Valve Box to Grade Section 7-12..3(2) is a new section: Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(1) of the City of Renton Standard Details. Valve box adjustments shall include, but not be limited to,the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the Work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.5 is replaced with the following: (******) "Furnish and Install -Inch Gate Valve Assembly", per each. The unit contract price per each for"Furnish and Install -Inch Gate Valve Assembly" shall be full pay for the bid item as described in Section 1-09.14. "Air-Release/Air-Vacuum Valve Assembly," per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per the City of Renton Standard Details, latest revision. "Adjust Existing Valve Box to Grade (RC)," per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material,.tools and equipment necessary to satisfactorily complete the Work as defined in the City of Renton NE 10th Street and Anacortes Ave NE 82 June 2013 Detention Pond Retrofit Project i Contract Documents including ll incidental Work. If not included as a separate a item in the g p pay Contract, but required to complete other Work in the Contract,then adjustment of valve boxes shall be considered incidental to other items of Work and no further compensation shall be made. 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1)is revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats.The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and 1! the City of Renton Standard Details. Hydrant and guard posts shall be painted in accordance with the �( standard details. Upon completion of the project, all fire hydrants shall be painted to the City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43-655 Safety Yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (M1 x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover,3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside of right-of-way). Joint restraint(Shackle Rods)shall be installed in accordance with Section 7-11.3(15). 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-14.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install Hydrant Assembly', per each. City of Renton NE 10th Street and Anacortes Ave NE 83 June 2013 Detention Pond Retrofit Project The unit contract price per each for Furnish and Install Hydrant Assembly , shall be full pay for the bid item as described in Section 1-09.14. "Resetting Existing Hydrants", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all Work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. "Moving Existing Hydrants", per each. ! The unit contract price per each for"Moving Existing Hydrant" shall be full pay for all Work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant),shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets the service lines shall be installed b a trenchless g P Y percussion and impact method (hoe-hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. 7-15.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Furnish and Install In. Water Service Connection", per each. The unit contract price per each for Furnish and Install In. Water Service Connection",shall be full pay for the bid item as described in Section 1-09.14. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is replaced with the following: Pipe Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to.the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size,selected from stock by the City of Renton NE 10th Street and Anacortes Ave NE 84 June 2013 Detention Pond Retrofit Project Engineer,shall be tested as specified for maximum dimensional tolerance of the respective pipe. Material for PVC sewer pipe shall meet the requirements of Section 9-05.12. All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris, which enters the existing downstream system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, its outlet shall be plugged until acceptance by the Engineer. 7-17.3(2) Television Inspection Section 7-17.3(2)H is supplemented by adding the following: Once the television inspection has been completed the Contractor shall submit to the Engineer the written reports of the inspection plus the videos. Said videos are to be in color and compatible with the City's viewing and recording systems. The City will accept video submittals on DVD viewable on a standard player or a CD or DVD compatible with Cues DataCAP 4.0. 7-17.4 Measurement Section 7-17.4 is supplemented as follows: Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets. 7-17.5 Payment Measurement and Payment Schedule for installation of sanitary sewer mains and appurtenances is shown in Section 1-09.14 Section 7-17.5 is revised and supplemented as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install In. sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. "Furnish and Install In. side sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. side sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. City of Renton NE 10th Street and Anacortes Ave NE 85 June 2013 Detention Pond Retrofit Project "Testing Sewer Pipe", per linear foot. The unit contract price per linear foot for"Testing Sewer Pipe"shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items. "Removal and Replacement of Unsuitable Material", per cubic yard-or-ton. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Material' shall be full pay for all Work to remove unsuitable material and replace and compact suitable material as specified in Section 7-08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer", per cubic yard or ton. The unit contract price per cubic yard or ton for"Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all Work to furnish, place, and compact material in the trench. "Television Inspection", per linear foot. 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 has been revised as follows: Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 1", per each. "Raised Pavement Marker Type 2", per each. "Raised Pavement Marker Type 3- In.", per each. "Recessed Pavement Marker", per each. The unit contract price per each for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2", and "Raised Pavement Marker Type 3- In."and "Recessed Pavement Marker" shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications, including all cost involved with traffic control unless traffic control is listed in the Contract as a separate pay item. 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This Work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied Surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130. 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: City of Renton NE 10th Street and Anacortes Ave NE 86 June 2013 Detention Pond Retrofit Project All costs for surveying and resetting existing monuments impacted b construction shall be considered Y g g g P Y incidental to the Contract unless specifically called out to be paid as a bid item. 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: "Reset Existing Monument" per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4) is replaced with: The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall prevail,except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-14.4 Measurement Section 8-14.4 is supplemented by adding the following: When the Contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement shall include all costs for the complete installation per the Plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other Work, materials and equipment required per Section 8-14, shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. If the Contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the Plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for"Miscellaneous and/or Driveway Asphalt Concrete." 8-14.5 Payment Section 8-14.5 is supplemented by adding the following: "Curb Ramp, Cement Concrete,"per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for "Cement Concrete Sidewalk' and the per each contract price for"Curb Ramp, Cement Concrete." City of Renton NE 10th Street and Anacortes Ave NE 87 June 2013 Detention Pond Retrofit Project 8-17 IMPACT ATTENUATOR SYSTEMS 8-17.5 - Payment Section 8-17.5 is su pp lemented by the following: If no pay item is included for temporary impact attenuators then all costs to provide and install shall be considered a part of the pay item for"Traffic Control." 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 8-20.2(1) Equipment List and Drawings Paragraph four of Section 8-20.2(1) is revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre-approved Plans. 2. Signal standards with or without pre-approved Plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. Paragraph five of Section 8-20.2(1) is deleted. Paragraph six of Section 8-20.2(1) is deleted. Section 8-20.2(1) is supplemented as follows: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised as follows: Crosswalk Stripe A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line (Replacement) A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on two- lane or three-lane,two-way highways. Double Yellow Center Line (Replacement) Two SOLID YELLOW lines,each 4 inches wide,separated by a 4-inch space. Double yellow center stripe is used as centerline delineation on multilane,two-way highways and for channelization. Approach Line(New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. City of Renton NE 10th Street and Anacortes Ave NE 88 June 2013 Detention Pond Retrofit Project Lane Line(Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line (Replacement) 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 on a 24-foot unit consisting of a 9-foot line and-a-15- foot space.The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line (Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and L parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line (Replacement) A SOLID WHITE line 12, 18,or 24 inches wide as noted on the Contract Plans. 8-22.3(5) Installation Instructions Section 8-22.3(5) is revised as follows: (******) A.manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. 8-22.5 Payment Section 8-22.5 is supplemented as follows: (******) "Approach Stripe," per linear foot. "Remove Paint Line....."wide," per linear foot.* "Remove Plastic Line ......"Wide," per linear foot.* "Remove existing traffic markings, "per Lump Sum.* *The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the lump sum contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the Plans, Specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the Plans or detail sheets shall be considered incidental to other items in the Contract and no further compensation shall be made. 8-23 TEMPORARY PAVEMENT MARKINGS 8-23.5 Payment Section 8-23.5 is supplemented with the following: (******) If no pay item is included in the Contract for installation, or for removal of temporary pavement markings, then all costs associated with these items are considered incidental to other items in the Contract or included under"Traffic Control," if that item is included as a bid item. 9-03.8(7) HIVIA Tolerances and Adjustments Item 1 is deleted and replaced with: City of Renton NE 10th Street and Anacortes Ave NE 89 June 2013 Detention Pond Retrofit Project I� 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1",W,%", and 3/8" sieves ±6% ±8% U.S. No.4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 16 sieve ±4% ±6% U.S. No. 30'sieve ±4% ±6% U.S. No. 50 sieve ±4% ±6% U.S. No. 100 sieve ±3% ±5% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% VMA 1.5% below minimum value in 9-03.8(2) VFA minimum and maximum as listed in 9-03.8(2) Va 2.5%minimum and 5.5% maximum These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control point's section, except the tolerance limits for sieves designated as 100%passing will be 99-100. 9-03.22 Cement-based Grout for Abandoning Existing Utilities (Additional Section) Section 9-03.22 is a new section: The Contractor shall submit a mix proposal, to be approved by the Engineer, for Cement-base Grout for Abandoning Existing Utilities prior to commencing work on this item. Cement-based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and the materials shall conform to the following: Cement: This material shall be Portland cement as specified in section 9-01. Aggregate: This �\ material shall meet the requirements for fine aggregate as specified in section 9-03.1. Water: Water shall conform to the provisions of Section 9-25.1. 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised as follows: Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type II. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2) is replaced by the following: Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type II in conformance City of Renton NE 10th Street and Anacortes Ave NE 90 June 2013 Detention Pond Retrofit Project with ASTM C150. No admixture shall be used unless otherwise specified. 9-05.7(2)A Basis for Acceptance(RC) Section 9-05.7(2)A is supplemented by the following: All pipe shall be subject to (l)_a_three-edge-bearing strength (D-load)test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3) is replaced by the following: Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM.C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(4) is.supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9-05.9 is replaced with: The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the City. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling Iff the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75.inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9- 05.4(4). City of Renton NE 10th Street and Anacortes Ave NE 91 June 2013 Detention Pond Retrofit Project For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch + 1/8 inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9-05.12 Polyvinyl Chloride (PVC) Pipe Section 9-05.12(3) is a new additional section: 9-05.12(3) CPEP Sewer Pipe Section 9-05.12(3) is a new additional section: CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34,Class C per ASTM D1248. In addition, the pipe shall comply with all material and stiffness requirements of AASHTO M294. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: (******) Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe (CPEP) Section 9-05.19 is replaced with the following: (******) City of Renton NE 10th Street and Anacortes Ave NE 92 June 2013 Detention Pond Retrofit Project 9-05.20(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.20(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294,Type S. ! 9-05.20(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.20(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. 9-05.22 High Density Polyethylene Piping Section 9-05.22 is a new section: DRISCOPLEXrm 4100 High-density Polyethylene Piping 1 General Terms and Conditions 1.1 Scope - This Specification covers requirements for DriscoPlexTm 4100 PE 3408 high-density polyethylene piping. All Work shall be performed in accordance with these Specifications. 1.2 Engineered and Approved Plans - Construction shall be performed in accordance with Engineered Construction Plans for the Work prepared under the direction of a Professional Engineer. 1.3 Referenced Standards - Where all or part of a federal, ASTM, ANSI, AWWA, etc., Standard Specification is incorporated by reference in these Specifications, the reference standard shall be the latest edition and revision. 1.4 Licenses and Permits—The Contractor shall be licensed and bonded. 1.5 Inspections -All Work shall be inspected by an Authorized Representative of the City who shall have the authority to halt construction if, in his opinion, these Specifications or standard construction practices are not being followed. Whenever any portion of these Specifications is violated,the Engineer shall, by written notice,order further construction to cease until all deficiencies are corrected. 2 Polyethylene Pipe and Fittings 2.1 Qualifications of Manufacturers -The manufacturer shall have manufacturing and quality assurance City of Renton NE 10th Street and Anacortes Ave NE 93 June 2013 Detention Pond Retrofit Project facilities capable of producing and assuring the quality of the pipe and fittings required by these Specifications. The manufacturer's production facilities shall be open for inspection by the City or his Authorized Representative. The Project Engineer shall approve qualified manufacturers. 2.2 Materials - Black PE materials used for the manufacture of polyethylene pipe and fittings shall be PE 3408 high density polyethylene, meeting ASTM D 3350 cell classification 345464C and shall be listed in the name of the pipe and fitting manufacturer in PPI (Plastics Pipe Institute)TR-4, with a standard grade HDB rating of 1600 psi at 73°F. Color material, when used, shall be the same except for meeting ASTM D 3350 cell classification 345464E. The material shall 'be listed and approved for potable water in accordance with NSF Standard 61. When requested on the order,the manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. 2.3 Interchangeability of Pipe and Fittings - The same qualified and approved manufacturer shall ] produce polyethylene pipe and fittings. Products such as fittings or flange adapters made by sub- contractors or distributors are prohibited. 2.4 Polyethylene Fittings & Custom Fabrications - Polyethylene fittings and custom fabrications shall be molded or fabricated by the approved pipe manufacturer. All fittings and custom fabrications shall be pressure rated for the same internal pressure rating as the mating pipe. 2.5 Molded Fittings - Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. 2.6 Fabricated Y Fittings - Fabricated fittings shall be made b heat fusion joining specially machined g shapes cut from pipe, polyethylene sheet stock or molded fittings. Fabricated fittings shall be rated for internal pressure service at least equal to the full service pressure rating of the mating pipe. Fabricated fittings shall be tested in accordance with AWWA C906. 2.7 Polyethylene Flange Adapters - Flange adapters shall be made with sufficient through-bore length to be clamped in a butt fusion-joining machine without the use of a stub-end holder. The sealing surface of the flange adapter shall be machined with a series of small v-shaped grooves (serrations) to promote gasketless sealing, or restrain the gasket against blowout. 2.8 Back-up Rings & Flange Bolts - Flange adapters shall be fitted with back-up rings that are pressure rated equal to orgreater than the mating pipe. The back-up ring bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 3 or higher. 9-08 PAINTS 9-08.8 Manhole Coating System Products Section 9-08.8 is a new section and subsections: 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: C1 Coating Material: High Solids Urethane Surfaces: Concrete City of Renton NE 10th Street and Anacortes Ave NE 94 June 2013 Detention Pond Retrofit Project Surface in accordance with SSPC Preparation: SP-7 (Sweep or brush off blast) Application: Shop/Field: The drying time between coats shall not exceed 24 hours in any case .. System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC- Aroshield high solids urethane (2.0 DFT) Finish: Two or more coats of Wasser MC- Aroshield (min. 4.0 DFT) Color: White 9-14.6(9) Meadow Seed Mix Section 9-14.6(9) is a new section: Meadow seed mix shall meet the following requirements: Common Name Scientific Name PLS (Pounds of Pure Live Seed) pper acre Dwarf perennial rye, Lolium perenne var. 29.4 Barclay, or PR8820 bacrlay or PR8820 Eureka hard fescue Festuca ovina duriuscula 8.8 "Eureka" Red fescue Festuca rubra 5.9 Colonial bentgrass Agrostis tenuis 0.6 Dwarf yarrow Achillea millefolium 0.6 Dutch white clover Trifolium re ens 2.9 Salina strawberry clover 'Trifolium fragiferum 4.7 "Salina" Sweet alyssum Alyssum maritimum 2.4 English daisy Bellis perennis 1.2 Baby blue eyes Nemphila menzies 2.4 Weed seed 0.3 max Other crop seed 1 0.9 max Total 60 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. City of Renton NE 10th Street and Anacortes Ave NE 95 June 2013 Detention Pond Retrofit Project 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe (RC) Section 9-30.1(1) is revised as follows: Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30.3(1) Gate Valves (3 inches to 12 inches) Section 9-30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No.A2380, Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8"x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See the City of Renton Standard Details for 12"gate valve assembly vault and 1" bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze-mounted, double disc with bronze wedging device and 0-ring stuffing box. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C-550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall be equipped with one (1) anti-friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated Gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series 2370, Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8"x24"cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented by adding the following: City of Renton NE 10th Street and Anacortes Ave NE 96 June 2013 Detention Pond Retrofit Project Butterfly valves shall be Dresser 450 or Pratt Groundhog. 9-30.3(5) Valve Marker Posts Section 9-30.3(5) has been deleted and replaced with the following: The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker.375"x 6'-0" or approved equal with blue label "water." 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7) has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy-Duty," combination air release valve,or equal. Installation shall be per the City of Renton Standard Details, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8) is revised as follows: Tapping sleeves shall be cast iron, ductile iron epoxy-coated steel,or other approved material. 9-30.3(9) Blow-Off Assembly Section 9-30.3(9) is a new section: Permanent blow-off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow-off permanent blow-off assembly shall be per City of Renton Standard Details, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at location(s) shown on the plans. Temporary blow-off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa,a Corey T Yp e (opening with the p ressure) or a pp roved equal conforming to City of Renton NE 10th Street and Anacortes Ave NE 97 June 2013 Detention Pond Retrofit Project AWWA C-502-85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200,conforming to AWWA C-502-85. 9-30.5(1) End Connections (RC) Section 9-30.5(1) is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive watertightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Details for fire hydrants, latest revisions. 9-30.6(3)8 Polyethylene Pipe Section 9-30.6(3)6 has been modified as follows: Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings Section 9-30.6(4) has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. City of Renton NE 10th Street and Anacortes Ave NE 98 June 2013 Detention Pond Retrofit Project 9-30.6(5) Meter Setters Section 9-30.6(5) has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. SECTION 10.......................... REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. i 1 t 1 1 1 City of Renton NE 10th Street and Anacortes Ave NE 99 June 2013 Detention Pond Retrofit Project t � I t � � � . i 1 i , 1 1 1 � GEOTECHNICAL MEMO 1 1 1 1 1 ' 1 1 1 1 1 1 i 8i 1 1 ' 1 . 1 , 1 1 1 1 1 1 1 1 1 � � KL E/NFEL L7ER Bright People.Right Solutions, 1 May 9, 2013 Kleinfelder Project No. 134216 BHC Consultants Attention: Mr. Jeff Kreshel, P.E. 1601 Fifth Avenue Suite 500 ' Seattle, WA 98101 Subject: Geotechnical Review ' Detention Pond Retrofit Project NE 10th Street and Anacortes Avenue NE Renton, Washington Dear Mr. Kreshel: This letter presents our comments on geotechnical aspects of the proposed NE 10 to ' Street and Anacortes Avenue NE Detention Pond Retrofit Project in Renton, Washington. ' Project Understanding In preparation for this work, we reviewed selected pond as-built drawings; the geotechnical report by CH2M Hill dated October, 2001; and the conceptual design memo by BHC Consultants dated May 6, 2013. We understand the pond modifications are designed in accordance with the 2009 King County Surface Water Design Manual (KCSWDM). The pond site is located in a groundwater protection area. The pond site is in a residential area in the Renton Highlands. The pond is roughly rectangular in shape with long dimension running north/south; it is situated near the toe of a slope extending up to the east. The pond site is surrounded by chain link fencing. Access to the pond is from NE 10th Street with a short pavement apron entrance and locked gate. A "berm" is oriented north/south along the west side of the detention pond and is relatively flat at approximate Elevation 414 feet (reference elevation datum NAVD 88). The ground surface elevation along the top edge of the east pond side slope is at Approximate Elevation 424 feet. According to the as-built plans, the pond bottom is relatively flat at approximate Elevation 406 feet. The existing pond side slopes are typically inclined 3H:1 V (horizontal:vertical). The proposed pond modifications will involve deepening the pond by 8 feet to bottom Elevation 398 feet. Within the deepened portion of the pond, the excavation side slopes 134216/SEA13L0208 Page 1 of 5 May 9, 2013 Copyright 2013 Kleinfelder 14710 NE 87th Street, Suite Al 00, Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 will be inclined at 3HAV to match existing side slopes. A retaining wall with an exposed height of about 2 feet is being considered along the eastern side of the pond to provide additional storage volume (with bottom of wall at Elevation 398 feet and top of wall at approximate Elevation 400 feet). The BHC conceptual design includes an internal water quality berm extending east- west, at top Elevation 405 feet and with 3H:1 V side slopes down to the north and south to new pond bottom Elevation 398 feet. The top width of the proposed berm is 5 feet, as required per Section 6.4.1 of the KCSWDM. Soil and Ground Water Conditions , We reviewed prior borings presented in the October 2001 CH2M Hill geotechnical report prepared for the original pond design. The report included logs of two exploratory borings drilled in the footprint of the pond, designated B-1 and B-2, which extended from ' approximately Elevation 413 and 414 feet, respectively. Both borings encountered a thin veneer of sulficial topsoil and disturbed/weathered native soil overlying dense glacial till, which extended to approximately Elevation 388 feet. The glacial till is described as very dense and laboratory testing indicated a fines content ranging from 35 to 44 percent. Based on the reported density and composition, we estimate the glacial till underlying the pond site has very high shear strength and low permeability. Below Elevation 388 feet, both borings reported advance outwash, which CH21VI Hill characterized as very dense sand with variable silt and gravel content. Laboratory testing indicated a fines content of 8 percent. Based on a ground water monitoring well installed in one of the prior borings, CH2M Hill reported that the upper 5 feet of the outwash is unsaturated. Based on our prior geotechnical and hydrogeologic evaluations of this outwash unit and review of the CH2M Hill report, we estimate the depth to the regional ground water table , to be 25 feet, or more. Conclusions and Recommendations Based on our review of existing geotechnical data and the conceptual pond modification plan, we offer these conclusions and recommendations: 1. The proposed pond excavation is anticipated to be within glacial till. Section 6.2.4 of the KCSWDM allows detention ponds within groundwater protection areas to be unlined, providing the exposed pond bottom soils have an infiltration rate less than or equal to 2.4 inches per hour (1.7x10"3 cm/sec). We characterize the dense undisturbed glacial till underlying the pond site as essentially impermeable, i.e., infiltration rate of the order of 1x106 cm/sec, or slower. With approximately 10 feet of undisturbed glacial till below the proposed new pond bottom; this will provide a sufficient separation/protection between the pond and the underlying more permeable glacial outwash and the regional aquifer within the outwash unit. ' 134216/SEA13L0208 Page 2 of 5 May 9, 2013 Copyright 2013 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite A100, Redmond,WA 98052 p 1425.636.7900 f 1.425.636.7901 2. The regional ground water table at this site is significantly deeper than the proposed pond deepening. Seasonal precipitation tends to develop a perched ground water condition with water standing in low-lying areas above glacial till. This condition originally existed in. this area and resulted in the design/construction of the existing storm water pond facility. Based on the information available, -we conclude-that the proposed pond enhancements will not impact the regional ground water conditions. Seasonally perched ground water and surface runoff will continue to collect in this constructed facility, as intended. 3. At permanent inclinations of 3H:1 V, the proposed side slopes will be sufficiently stable with respect to potential sliding. Until a vegetative mat is established along the slopes above ground water, there will be a tendency for surricial erosion and skin sliding during heavy precipitation. However, this can be minimized by controlling surface water runoff and installation of temporary and ' permanent erosion control measures along the newly-excavated side slopes. 4. We understand the deepened portion of the pond (i.e., below Elevation 406 feet) will be permanently inundated. Significant vegetative cover will not form on these side slopes. Given the significant fines content of the glacial till and the moderately steep 3H:1 V side slopes planned, some erosion and sloughing will ! tend to occur on these slopes. However, once the pond is in operation and full of water, the tendency for sloughing and erosion will reduce. If desired,. these slopes could be protected from erosion and sloughing by placing a protective ! cover of crushed ledge rock such as Permeable Ballast (per section 9-03.9(2) of WSDOT Standard Specifications). If a Permeable Ballast cover is planned, it should be at least 12 inches thick. To enhance the stability along the ' ballast/native contact, the glacial till side slopes should be prepared with one or two benches, at least 3-feet wide and 1-foot tall. 5. The proposed internal water quality berm will be approximately 7 feet tall with 3H:1 V side slopes and a 5-foot top width. We recommend this berm be created tby leaving existing dense glacial till intact, rather than by excavation and re-compaction. The existing dense glacial till berm will be much stronger and erosion resistant than a re-compacted earth berm: 6. Construction of the pond should be undertaken during dry weather and with the pond completely drained. The existing glacial till is moisture sensitive and earthwork should be avoided during wet weather. Minor seepage may be ' encountered during excavation and require use of sumps and pumps. 7. The new pond outlet will extend west from the northwest corner of the pond, and will turn south along the existing west access road/berm. The trench depth will be approximately 7 feet. Per Washington Administrative Code (WAC) for construction safety, temporary excavations exceeding 4 feet in depth should be sloped or shored. Sloped excavations in dense glacial till can typically be sloped L at 3/4H:1 V. An experienced geo-inspector should observe trench activities to confirm conditions. 134216/SEA13L0208 Page 3 of 5 May 9, 2013 Copyright 2013 Kleinfelder KLEINFELDER 14710 NE 87th Street,Suite A100, Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 8. Outlet pipe bedding and backfill should conform to City of Renton standards. The on-site glacial till may be suitable for re-use as trench backfill, provided it is at/near optimum moisture .content and materials greater than 6 inches are removed. Backfill should be placed in maximum 10-inch thick lifts and compacted to a dense and unyielding condition. 9. We concur with other generalized site earthwork recommendations presented in the CH2M Hill geotechnical report. 10.From a geotechnical engineering perspective, a 2-foot high retaining wall supporting a cut along the east side of the deepened pond is feasible. In order to satisfy KCSWDM and City of Renton requirements, the wall must be of concrete construction. In our opinion, a 2-foot high cut wall can be economically constructed at this site using precast concrete blocks (such as Ultrablock). We can provide design and construction recommendations for the retaining wall, if required. 11.Providing the foregoing recommendations are implemented in design and construction, the proposed pond modifications will be stable from a geotechnical engineering perspective. Moreover, based on our review, the proposed modifications appear to satisfy geotechnical engineering requirements presented in the 2009 KCSWDM. Limitations This work was performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's.profession practicing in the same , locality, under similar conditions and at the date the services are provided. Our conclusions, opinions, and recommendations are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee, or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. This report may be used only by the Client and the registered design professional in responsible charge and only for the purposes stated for this specific engagement within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report. The work performed was based on project information provided by Client. If Client does ' not retain Kleinfelder to review any plans and specifications, including any revisions or modifications to the plans and specifications, Kleinfelder assumes'no responsibility for the suitability of our recommendations. In addition, if there are any changes in the field , to the plans and specifications, Client must obtain written approval from Kleinfelder's engineer that such changes do not affect our recommendations. Failure to do so will vitiate Kleinfelder's recommendations. 134216/SEA13L0208 Page 4 of 5 May 9, 2013 Copyright 2013 Kleinfelder KLEINFELDER 14710 NE 87th Street, Suite A100, Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 1 11 Closure We trust the foregoing satisfactorily addresses your current need. If you have any questions or we may provide additional services, please contact the undersigned at 425.636.7947. We appreciate the opportunity to provide geotechnical services to you on this project. Sincerely, . AND KLEINFELDER WEST, INC. 0 � 2 Marcus Byers, P.E., P.Eng. Erik O. Andersen, P.E., P.Eng Principal Geotechnical Engineer Principal Geotechnical Engineer Project Manager I i ' 134216/SEA13L0208 Page 5 of 5 May 9, 2013 Copyright 2013 Kleinfelder KLEINFELDER 14710 NE 87th Street, Suite A100, Redmond,WA 98052 p 1 425.636.7900 f 1 425.636.7901 t t STANDARD DETAILS 1 1 1 i 1 t 1 i t t t U CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00) m z HANDHOLD a � ? RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION I D GROUT,TYPICAL(SEE NOTE 5) w U < FLAT SLAB TOP z z 0 � o O LL 46',54',60".72',64'OR 96' ° MORTAR(TYP.) 1 N STEPS OR LADDER _ I MORTAR FILLET v REINFORCING STEEL(TYPJ \ N Zr 72. GRAVEL 14E BFD LL FOR , PIPE ZONE BEDDING 6 T%;i;4 36" SEPARATE BASE INTEGRAL BASE CAST-IN-PLACE PRECAST WITH RISER ' "O'RING Tz• GRAVEL BACKFlLL FOR 6= PIPE ZONE BEDDING SEPARATE BASE CATCH BASIN DIMENSIONS PRECAST MINIMUM BASE REINFORCING STEEL CATCH MAXIMUM WALL BASE DISTANCE BASIN In2/R.IN EACH DIRECTION KNOCKOUT DIAMETER THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS SEPARATEBASE INTEGRALBASE 48" 4" 6" 36" 8" 023 0.15 64" 4.5" 8" 42' 8" 0.19 0.19 60" 5" 8" 48" 8" 025 0.25 72" 6" 8" 60" 12" 0.35 0.24 84• 8" 12" 72" 12" 0.39 0.29 96" a" 12" U. 12" 0.39 0.29 NOTES PIPE ALLOWANCES 1. No steps are required when height is 4'or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER - BASIN SOLID PROFILE 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL CPSSP WALL WALL 0 PVC D PVCQ 3. The rectangular frame and grate must be installed with the flange down. 48" 24" 30" 24" it 30' The frame may be cast into the adjustment section. 54' 30" 36" 30" 2r 36" 4. Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide 60' 36" 42" 36" 36' 42' a 1.5"minimum gap between the knockout wall and the outside of the pipe. After 72^ 42" 54" 42' 36" 48" the pipe is installed,fill the gap with joint mortar in accordance with Standard Specification 9-04.3. aa" 5a" 60" 54" 3s" aa^ 96" 60" 72" 1 60" 36' 48" 5. All grade rings,risers,and castings shall be set in mortar in accordance with Q Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9 415.20) Standard Specification 9-04.3. Oz (std-Spec.9-05.12(1)) ®(Std.Spec.9-05.12(2)) 1 STD. PLAN — 201.00 + + PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT p� MARCH 2008 i t y K Q E <m K MIN.2" OVERLAP / I-) I- !I ANCHOR IN 6"x6"MIN.TRENCH -I AND STAPLE AT 12"INTERVALS III / III-I MIN.6"OVERLAP " I' STAPLE OVERLAPS 'I-III-III-III-)I I-I I(-III-I I MAX.S SPACING BRING MATERIAL DOWN TO A LEVEL AREA TURN THE END UNDER 4"AND STAPLE AT 12"INTERVALS ! it NOTES 1. CONDITION OF USE 1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF. 1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE,NOT FOR TEMPORARY COVER HOWEVER,THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING, 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS IF THIS PRODUCT IF GOOF GROUND CONTACT IS NOT ACHIEVED,RUNOFF CAN CONCENTRATE UNDER THE PRODUCT,RESULTING IN SIGNIFICANT EROSION.. 2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH.EXCELSIOR.WOVEN STRAW,BLANKETS,AND COIR(COCONUT FIBER)BLANKETS MAY BE INSTALLED WITHOUT MULCH. 2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED,BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS.THE ORGANIC BLANKETS,ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL,SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE-VEGETATION. 3. MAINTENANCE STANDARDS 3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED,AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET. 3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. ti�Y 0 STD. PLAN - 213.20 + + PUBLIC WORKS SLOPE INSTALLATIONS DEPARTMENT MARCH 2008 iN JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS.USE STAPLES,WIRE RINGS,OR EQUIVALENT TO ATTACH FABRIC TO POSTS. - 74"BY 14 Ga.WIRE OR m EQUIVALENT,IF STANDARD 3 STRENGTH FABRIC USED -FILTER FABRIC N - _ _ Ell_IH _ ELI:7-1A T II I1 I� I I I-1 I�I I I-1TI-1T1�II I I-I I�I I �IbICIIi—III 6'MAX. MINIMUM 4'X4'TRENCH _ uBACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL TO 8'IF WIRE BACKING IS USED 2"x4'WOOD POSTS,STEEL FENCE POSTS,REBAR,OR EQUIVALENT l NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW.A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ADS(ASTM D4751) 30100 SIEVE SIZE(0.600.15MM)FORSILTFILM 50-100 SIEVE SIZE 0,30-0.15MM)FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D491) 0.02 SEC-1 MINIMUM GRAB TENSILE STRENCHi(ASTM D4632) 180 LBS.MIN.FOR EXTRA STRENGH FAB RIC 100 LBS.MIN.FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355)70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED,THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED,THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE ' IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS,REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC(GEOTEXTILE)HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. - o® � PUBLIC WORKS SILT FENCE STD. PLAN 214.00 `6 DEPARTMENT ��ivTpti' MARCH 2008 �I DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE ° \5,11NGR0� CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY _ IT IS RECOMMENDED THAT THE R=25'MIN. ENTRANCE BE CROWNED$0 THAT RUNOFF DRAINS OFF THE PAD 00 �2 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT,AS PER CITY ROAD STANDARDS - 4"-8"QUARRY SPALLS GEOTEXTILE 45 12"MIN.THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION(ASTMD4632) 30%MAX. MULLENBURSTSTRENGTH(ASTM D3786-80A) 400 PSI MIN. AIDS(ASTM D4751) 20-45(U.S.STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL(WOOD BASED MULCH)MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AIRES THAT WILL BOT BE USED FOR PERMANENT ROADS.HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE,THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM,COMPACTED SUBGRADE.THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT,THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY INCLUDE STREET SWEEPING,AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE,OR THE INSTALLATION OF THE WHEEL WASH.IF WASHING IS USED,IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK,AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT NECESSARY TO WASH THE STREETS,A SMALL SUMP MUST BE CONDUCTED.THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. TY ti o +� � PUBLIC WORKS STABILIZED STD. PLAN — 215.10 �, o$ DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 rrt 5'MAX, ' w DRAINAGE GRATE TRIM m GRATEFRAME 3 Q 1' p v < a - D - SEDIMENTAND DEBRIS a OVERFLOW BYPASS May >p BELOW INLET GRATE DEVICE I FILTERED v WATER I> p' , p ' SECTION VIEW DRAINAGE GRATE _ RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure It will service. 2. The BIGD shall have a built-in high-flow relief system(overflow bypass)_ 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT ��NZO� MARCH 2008 Y K 6 f 3 II 0 0 PLAN ISOMETRIC 12"MIN A ❑ Ll2\ L 3" 45° II 3/4°DIA.SMOOTH BAR 4"MAX.(TYP) PIPE COUPLING /SPOT WELD BARS TO AT LEAST 2 END VIEW CMP OR CPEP SM00 CORREGATIONS OF METAL PIPE (TYP) INTERIOR BOLT TO CPEP SMOOTH INTERIOR PIPE. SIDE VIEW NOTE: 1. This debris barrier is for use outside roadways on pipes 36"dia.and smaller. 2. See drawing 223.10 for debris barriers on pipes projecting from driveways or roadway side slopes. 3. All steel parts must be galvanized and asphalt coated. (Treatment 1 or better). 4. CPEP-smooth interior pipe requires bolts to secure debris barrier to pipe. ti�Y o + * PUBLIC WORKS DEBRIS BARRIER STD. PLAN - 223.00 Ao$ DEPARTMENT MARCH 2008 1 t � CONSTUCTION PLANS 1 1 1 1 1 i 1 i i 1 1 t 1 1 i 1 1 1 1 1 1 1 i 1 i �- _ _ i CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the NE 10 th Street and Anaeortes Ave NE Detention Pond Retrofit Project PROJECT NO. SWP-27-3645 CAG-13-143 July 2013 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATION PLANS J. $A Q CITY OF RENTON 1055 South Grady Way Renton, WA 98057 ® Printed on Recycled Paper Allen Quynn From: Craig Shipman [craig @cctconstruction.co] Sent: Monday, August 05, 2013 2:49 PM To: Allen Quynn ! Subject: ne 10th and anacortes Allen, Here are contact names,_I_will forward a new Retainage letter allowing City to hold retainage. Craig Shipman 22308 S/R 410 E Bonney Lake wa 989391253-232-6062 ' CJ Shipman 22308 S/R 410 E Bonney Lake wa 98391 253-310-8370 Bonding Agent John Criss 360-692-6131 ! ! 1 '. `4v_„<� �.. _., � •'-�=--� -.,a. r�.u� Yom-;-.rte--,-�-�., ..:t".'rw,r �:.-.-. _...t: �.�Y!" °r'._ -i!� M�SRLCE1�iSE SERVICE � + PU SoX 9U34.OtRA WA-986d 7-9034 (360}664 1400 , � . __-_-,.RED§! t- t E WASHINGTON _ STATE OF _ .:_; _..._.,._,..._.. t ` GTON , Unified Business ID #: 603 008 843l.�,�� rt Domestic Profit Corporation Business ID #: 1 Location: 1 , j CCT CONSTRUCTION: INC. ' CCT CONSTRUCTION, INCA 1�. 1. 2416 185TH AVE E LAKE TAPPS WA 98391 9477 f TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE LICENSING RESTRICTIONS: Not authorized to hire persons under age 18 at this location. t/ 1 Y 4- [�t r s f j� r j - : The lice�see'�amer�above has been issued the,business re�±strattons or lrcecises listad Sy accepting this iiocumetzf thel�eensee certiftas the jnfdematron ptovrded u ; rsta t�'e appltcaiio�r ot.�i�ese lrcense�sUas�co�s lefe�true apc�acc�at0to the best G�;� ,.: of fi���r,�QS�W�,9?;�Dd tfia`l�aus�es di'.,tie cflt�tfcte� �omplcanca wdh !b t tipanstng f 1 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CCT CONSTRUCTION INC UBI No. 603008843 Phone 2532326060 Status Active Address Po Box 1307 License No. CCTCOC1902P2 Suite/Apt. License Type Construction Contractor City Sumner Effective Date 10/22/2010 State WA Expiration Date 10/22/2014 Zip 98390 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused ' Parent Company Business Owner Information Name Role Effective Date Expiration Date ` SHIPMENT,THOMAS EDWARD President 10/22/2010 BROWN, DONALD GORDON Treasurer 12/12/2012 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 JCBIC js17474 09/23/2010 jUntil Cancelled 1 1 $12,000.00110/22/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Datel Amount Received Date LIBERTY 1 NORTHWEST bho54470594 09/23/2010 09/23/2013 $2,000,000.0009/07/2012 INS CORP Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period i t 1 https:H fortress.wa.gov/lni/bbip/Print.aspx 7/31/2013 c�ry Business License o Annual - Out of Ci Expiration Date: fI /� �� 10/31/2014 This license does not allow licensee to operate a permanent physical location in Renton. 1055 South Grady Way Renton, WA 98057 (425)430-6851 Business Location: Issued Date: License #: ' 22308 S/R 410 E 08/07/2013 BL.037151 BONNEY LAKE, WA 98391 Licensee has applied for a City of Renton business license in accordance with Renton Municipal Code (the Code), Title V Business, Chapter 5 Business 223 CONSTRUCTION INC License. The Licensee agrees to comply with all BON S/R 410E NEY LAKE, WA 98391 requirements of the Code, as well as State laws and ON regulations applicable to the business activity licensed. Post this License at the place of business. --------------------------------------------------------------------------------------- -------------- I D Cary of ,. NE 10th Street and Anacortes Ave NE Detention Pond Retrofit Project SWP 27-3645 CONTRACT DOCUMENT TABLE OF CONTENTS tSummary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work jVicinity Map/Location Map Instruction to Bidders Call for Bids *Proposal &Combined Affidavit & Certificate Form: Non-Collusion Anti-Trust Claims Minimum Wage Form *Dept. of Labor and Industries Certificate of Registration *Proposal Bid Bond Form *Schedule of Prices *Acknowledgement of receipt of Addenda *Minority Business/Women Business Enterprise Subcontractors List ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance :•Contract Agreement(Contracts other than Federal -Aid FHWA) ❖Retainage Selection City of Renton Insurance Requirements Prevailing Minimum Hourly Wage Rates(New job classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Environmental Regulations Special Provisions Geotechnical Memo Standard Details Construction Plans Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ❖ Submit at Notice of Award (at the Latest) CITY OF RENTON Public Works Department 1055 South Grady Way Renton, Washington 98057 -- - --- CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: t (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be I in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March , 2011 . CITY 0 RENTON RENTON CITY COUNCIL Denis Law, Mayor uncil Pr sident Attest: ."y.c��"N�-4l��•% Bonnie I. Walton, City Clerk SEAL ;�,ll/l/llllillltllll141\1���\. LCITY OF RENTON SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY IADOPTED BTRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fir practices and equal opportunity for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducti ng business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and 1 programs for people with disabilities. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, ' including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, ithis 4th. day of October 1993. C RENTON RENTON CITY COUNCIL: t Mayor em-n President t Attest. t city Cleric VU CITY OF RENTON NE 101h Street and Anacortes Ave NE Detention Pond Retrofit Project SWP-27-3645 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of facilities, as shown on the plans and as described in the construction specifications, to include but not Ibe limited to: • Creating stormwater water quality treatment storage within an existing detention pond by excavating and disposing of approximately 1,500 cubic yards of native material. • Installation of approximately 215 linear feet of 18-inch CPEP. • Installation of 1-48" diameter Type II catch basin. • Placement of 480 square feet maintenance access road. • Placement of top soil, grass seed and fertilizer for approximately 500 square yards of disturbed area. • Surveying,temporary dewatering and final restoration. The estimated project cost is$150,000 to $180,000. 1 A total of 30 working days is allowed for the completion of this project. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. I t s 1 1 NE 10th Street and Anacortes Ave NE Detention Pond Retrofit - Vicinity Map 1-1 -71 1 t W ; >. e .en ,. re 'P -�^- ., Lake Washington (�` _ ({BLVD NF I�`SE��RE TOIL/ � . j Project Location L S7 Lw 1SL 728TH-/ T fSSUNS �� DST 7 ^U, { ck Rive IV 405 e ri R' r F,Y 3 A�UJ Lake DesirE JT I9;) – LO, —LU CO CO `_ � ff""�' ^ o P her take I �� r7- i 1 [� take Youngs N Printed Date:06/26/2013 By:gdelrosario W E 0 0.475 0-95 1.9 Miles ,. E 10th Street and Anacortes Ave NE Detention Pond Retrofit - Location Map y w 'E _ �. C :J _9&,Y' •f '7 r-- z 1 r^= E A rs t►rfxi c € rf1S� 3 ';It,, �.. e-, r �' a d.:`l -"?.a. - o NE 12th S t.r _ , , . N Jh � t�� , s ,s z' t LA qJ .a . aJ. , s i � K.* A - t Am I It`' t - , , � I�IX�zen Htg�' 11th St v NE NE 11th St . a i = , Z"!4 L t Project r :" Y ` ' : Location tr--gym -4. o /s z� __ . r a�? °uc' Es yr NE W � w.. 10th PI C U' _ 2 � twsx` 1:_r 1 ► z` + r yt `. f�I* Q tea. t Q p ) a it 7 C �Ex,�_i � C ' jam-3 ll 1 , ..�..s r•' K ` r _ NE 10th,-St - - -�- NE10thSt - NE 10th St NE Tot' z! giL3 , .i E'-'• 1�., Y,, i!i���T 't. ' V JT 74 - a �Tl 1 t 'y E EG NE 1,z Ct �4 C..i: : , 4 r+ y` a� l ►-- f r + q w z • �, x .rI np :w:aas �fi-._,: --.� ;F _ `Y �._ --'�v"'5•. .y=1 N�E 9th '° ±•� �t� ��_'�: '� �. =- - N w�1 -u t NE 9th PI M_g` e� =ter `iz n ,>;;,� -• �. r� .tea( NE 9th St f ♦ NE 9th St .�-4 NE 9 41 TZ Honeydew !' , �` w — , CU z _ E Frhen ary. , ,`r [ Z < :° ,� , Q chool 1 CU 7 .r.ko..3 N Printed Date:06/26/2013 By:gdelrosario W E 0 150 300 600 Feet S INSTRUCTIONS TO BIDDERS ' 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. ` At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors,the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full . amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical i ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 "Public Liability and Property Damage Insurance". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. It is anticipated that this project will be funded in part by the Washington State Department of Ecology's 1Y2011 Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to this contract or any subcontract or any subcontract. 17. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder.-The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 18. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements. of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 19. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as art of an subcontracts the g P Y Contractor may enter into for work on this project. . 20. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 21. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1. WSDOT/AP.WA"2012 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be deleted and the measurement and p a Y ment provisions of Section 1-09.14 Measurement and Payment (added herein) shall govern. 22. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves. adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 23 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening p P g time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has bid bond or certified check been enclosed.? ❑ Is the amount of the-bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Minority Business/Women Business Enterprise Subcontractors List (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? ❑ Have you submitted the Dept. of Labor& Industries Certificate of Registration form? CAG-13-143 ' CITY OF RENTON CALL FOR BIDS NE 101h Street and Anacortes Ave NE Detention Pond Retrofit Project ' SWP-27-3645 Sealed bids will be received until 3:30 p.m.Tuesday,July 16, 2013 at the City Clerk's office, 7th floor and will be ' opened and publicly read in Conference Room 511 on the 5th floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057,for the NE 10th St&Anacortes Ave NE Detention Pond Retrofit Project. The work to be performed within 30 working days from the date of commencement under this contract shall ' include, but not be limited to: Creating stormwater water quality treatment storage within an existing detention pond by excavating and ' disposing of approximately 1,500 cubic yards of native material, installation of approximately 215 linear feet of 18=inch CPEP, one 48" diameter Type II catch basin, 480 square feet quarry spall access road and seeding and fertilizing approximately 500 square yards of disturbed area,.: surveying, temporary dewatering and final ' restoration. The estimated project cost is$150,000 to$180,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. It is anticipated that this project will be funded in part by the Washington State Department of Ecology's FY2011 ' Stormwater Retrofit and LID Competitive Grant Program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to any contract or any subcontract resulting from this solicitation for bids. Bid documents will be available July 2, 2013. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List.") If a bidder has any questions regarding the project, please contact the Project Manager Allen Quynn at 425-430- 7247. The mailing address is 1055 South Grady Way, Renton,WA 98057. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices, Non-Discrimination, and Americans with Disability Act Policies shall apply. 4. 6i a.ttg,,� Bonnie I.Walton, City Clerk Published: ' Daily Journal of Commerce July 2, 2013 Daily Journal of Commerce July 9, 2013 Proposal-Page 1 of 2 t CITY OF RENTON NE 10th Street and Anacortes Ave NE Detention Pond Retrofit Project ' SWP-27-3645 Proposal & Combined Affidavit & Certificate Form TO THE CITY OF RENTON RENTON,WASHINGTON ' Ladies and/or Gentlemen: t The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to ' undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: ' (Note: ,Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) The undersigned further certifies and agrees to the following provisions: ' NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid,and that such bid is genuine and not sham or,collusive or made in the interest or on behalf of any person ' not therein named, and further,that the depo'r!ent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a.sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought-by collusion to secure to himself or to any other tperson any advantage over other Bidder ortidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust ' violations are in fact usually borne by the purchaser. Therefore,vendor hereby assigns to purchaser any and all claims for such over-charges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from anti-trust violations commencing after the date of the bid, ' quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been 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 wages as specified in the principal contract. le 13 Proposal and Combined Affidavit and Certificate Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 1 Proposal-Page 2 of 2 ' 1 have read the above and foregoing statements and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 1 FOR: PROPOSAL, NON COLLUSION AFFIDAVIT,ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 1 Name of Bidder's Firm 1 �s Printed Name: �ra Jc > 1 0Ik4,,&- Signat re:" Address: l0 ty c� ►t �c �'�— r� Contact Name(please print): C 1rc ,-r �J __t�rt,e 1 r� Rhone: 2 � o��Z— �G�j Email: G I� c� :C CG�CnSr "�r•�. e 1 Names of Members of Partnership: OR Name of President of Corporation o M I"41 '-rXt )%-k G-- ' Name of Secretary of Corporation �o j'^ Corporation Organized under the laws of W �►. �h sz4z-,e- With Main Office in State of Washington at 4cz , ' Subscribed and sworn to before me on this day of 20 1 .� o1 a Public in an for the St to of Washin on �y1COLF '���,� AfrNota y (Print) c(A ' C,(� ��� ` ' ` = M appointment ex Tres: Z. 4 Y PP p 11111111 N 1 i i le 14 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale � Department of Labor and Industries Certificate of Registration Name on Registration: Registration Number: D C-T O -� P 2- ' Expiration Date: 10 2 2 Note: A copy of the certificate will be requested as part of contract execution when project is awarded. t 1 . le 15 Department of Labor and Industries Certificate of Registration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale i Proposal Bid Bond 801YD NUMBER:SURO0000504 KNOW ALL MEN BY THESE PRESENTS,That we,(Contractor] CCT CONSTRUCTION INC. 1 of(address] 22308 SR 410 E.BONNEY LAKE,WA 98391 as Principal, 1 and(Surety] 1RONSHORE INDEMNITY INC. a corporation duly organized under the laws of the State of MINNESOTA and authorized to do business to the State of Washington,as Surety, are held and firmly bound unto the City of Renton In the sum of five(S)percent of the total amount of the bid proposal of said Principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns,and successors and assigns,laWy and severally,firmly by these presents. The condition of this bond is such,that whereas the Principal herein Is herewith submitting his/her or its seated proposal for the following project,to wit: JeStreet and AnacprM Ave NE D2ftpA1QD Pond Roofit Prolect A 3- 4 WP- 7- said bid and proposal,by reference thereto,being made a part hereof. NOW,THEREFORE,9 the said proposal bid by said Principal be accepted,and the contract be awarded to said Principal, and if said Principal shall duly make and enter into and execute said contract and shall furnish performance bond as required by the City of Renton within a period of ten(10)days from and after said award, exclusive of the day of such award,then this obligation shall be null and void,otherwise it shall remain and be In full force and effect. IN THE EVENT the Principal, following award,falls to execute an Agreement with the City of Renton in accordance with the terms of the Proposal and furnish a performance bond with Surety or Sureties approved by the City of Renton within ten (20)days from and after said award,then Principal shalt forfeit the Bid Bond/old Proposal Deposit or Surety shall immediately pay and farfelt to the City of Renton the amount of the Proposal Bid Bond,as set forth in RCW 35A.40.200 and RCW 3S.23.352. IN TESTIMONY WHEREOF,the Principal and Surety have caused these presents to be signed and sealed this 12TH day of JULY . 20-1-3--. CCT CONSTRUCTION INC. IRONSHORE INDEMNITY INC. `1111ttlfgss�� ]Principal] (Sure ,`%%O r _ �.� (Sign tore of o\rte ]dal) (5'�n a uthorited of daij +C KOV$ AL l� �`'ei'�k BY, =!! 1919 (Title - (Attorney-in-fact)JOHN F.CRISS •..• dr �. ` 155 NE 100TH STREET (Address) 'k����Jfll/ SUITE 201 SEATTLE,WA 98125 (206) 281-84 1 1 (Telephone Number Awroved by the Qty Attorney an 6/09/73 Page 16 Proposal Bid Bond Provided to Builders Exchange of WA,Inc.For usage Conditions Agreement see www.bxwa.corn-Always Verity State POw of-ATITONWERY ' - SLIR00000504 Ironshore Indemnity Inc. KNOW ALL MEN BY THEX PRESENTS,that IRONSHORE INDEMNDY INC.,a Minnesota Corporation,with its principal office In New York,NY does ' hereby omotute and appoint:JOHN F.CRISS Its true and lawful Attorney-In-Nd to make.execute,seal and deliver for, and on its behalf as surety,a alp BOND sander bond or undertaking number SURINIIIOM504 Irmsml nh behalf of, CCT CONSTRUCTION INC. as principal In the panel sum of nnv'",,,E QFTft70TAL TIC This authority Is nude under and by the authority of a resolution which was passed by the Board of Directors of IRONSHORE INDEMNITY INC. on the ' Ze Day of April,2013 as fuflows: . Reaohred,that the Director of the Company Is hereby authorized to appoint and empower any representative of the company or other parson or persona as Afsomey-In-Fact to execute on behalf of the Company any bonds,undertakings,potdes,contracts of indemnity or other wrltInp obligatory in nature of a bond not to exceed To,µW`o" gun dollars,which the Con►pany might execute tl,mugh its duly elected officers,and affix the seal of the ' Company thereto.Any said execution of such documents by an Attomey-In-fact shall be as binding upon the Company as If dtey had been duly executed and acknowledged by the regularly elected officers of the Company.Any Attorney-In-fact,so appointed,may be removed for good cause and the authority so panted may be revoked as specified In the Power of Attorney. Resolved,that the signature of the Director and the seat of the Company may be affixed by facsimile on any power of attorney granted,and the signature of the Secretary,and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company.Any such power so executed and seated and oerttllme, so executed and sealed shall,with respect to any bond of undertaking to whlth It is attached,continue to be valid and binding on the Company, iN WrMESS THEREOF,IRONSHORE INDEMNITY INC.has caused this Instrument to be signed by its Director,and its Corporate Seat to be affixed this 1"ay of May,2013. IRONSHORE INDEMNITY INC. rp am safe gy:aLn , Oa Director ACKNGWIEDGEMENT On this a Day of May,2013,before me,personally came Daniel L Sussman to me known,who being duly sworn,did depose and say that he is the Director of ironshore indemnity,Inc.,the corporation described in and which executed the above in omment;that he executed said Irtstrument an behalf of the corporation by authority of his office under the Sy-laws of said cotporati m. t ( ' ""Chrbto Debbs C Notary public Afyt'QtNl fmm TE 1,the undersigned,Secretary of IRONSHORE INDEMNITY INC,AA Minnesota Company,DO HEREBY CERTIFY that the original Power of Attorney of which the fareg0oll is a true and correct copy,Is In full force and effect and has not been revoked mid the resolutions as set forth are now in force. signed and sesied at lids i 2TH pay a JULY , 2013 - 4 asfa Hfa a Paul S.Wardsm Secretary 'WAMpNG:Any perm who knowln;ly and with Intent to defraud any Insurance company or other parson,flies and appttcatlam for Insurance or statement of eloal wntaldna a w materially false hdormatfoa„or coaceak for the purpose of nd laadins Infat matlon concornins any tad material thereto,commits a fraudalarrt Irwrrarso ail,which k a crime and subjects such person to criminal and dvn penofoo ' CITY OF RENTON tSCHEDULE OF PRICES NE 10th Street and Anacortes Ave NE Detention Pond Reroft Project ' SWP-27-3645 (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. 'Note: Show UNIT PRICE and TOTAL AMOUNT in FIGURES only. ITEM ITEM WITH UNIT PRICED BID APPROX. UNIT PRICE* TOTAL AMOUNT* NO. I I QUANTITY Dollars Cents Dollars Cents ' 1 Mobilization&Demobilization 1 l � O Od 2 �C7 C) LS Per�m Sum_ ' 2 Minor Changes 1 $15,000 $15,000 LS Per Lump Sum ' 3 Construction Surveying,Staking and As- 1 _�_{25-b_ /rr builts LS Per Lum Sum "l 4 Traffic Control 1 LS Per Lump Sum 5 Temporary Erosion/Sedimentation Controls 1 _ �p 6 _ � ' LS Per Lum Sum U `l 6 Seeding, Fertilizing and Mulching 500 _f� SY Per Square Yard 7 Final Cleanup and Restoration 1 1006o /0 _ 0 LS Per/�um Sum 600 ' 8 Clearing and Grubbing 1 _'i�_ _ LS Per Lump Sum l ' 9 Removal of Structures and Obstructions 1 s� _ �^� 0 LS Per Lum Sum J 10 Pond Excavation, Inc[. Haul 1,500 _ C) �_ _ _ s^�0 CY Per Cubic Yard 11 Crushed Surfacing Base Course 35 TN Per Ton L 1 12 Quarry Salts 90 TN Per Ton ti 13 Furnish and Install 18-inch CPEP Storm 215 Pipe LF Per Linear Foot C.) 14 Removal and Replacement of Unsuitable 20 Foundation Material TN Per Tan ®U ' 15 Selected Imported Trench Backfill 280 _ '2 o 6 Q b TN Per Ton Schedule of Prices Pagel of 2 Ige 17 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON ' SCHEDULE OF PRICES NE 10th Street and Anacortes Ave NE Detention Pond Rerofit Project ' SWP-27-3645 (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1.09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. t 'Note: Show UNIT PRICE and TOTAL AMOUNT in FIGURES only. ITEM ITEM WITH UNIT PRICED BID APPROX. UNIT PRICE- TOTAL AMOUNT' NO, I QUANTITY Dollars Cents Dollars Cents 16 Furnish and Install Type II Catch Basin-48 Dia. 1 �0 n)� EA Per Each l t17 Connect New Storm Sewer to Existing Structure 1 b© EA Per Each 18 Trench Excavation Safety Systems 1 5_6_�_ _ 0 LS PerLum Sum 19 Temporary Dewatering 1 _ l�_Cho LS Per Lump Sum 20 Erosion Control Blanket 1,100 _ _ _ SY Per Square Yard 21 Topsoil Type C 20 _ 6 6 _ _ l 2 0 CY Per gCubic Yard ' 22 Post CPEP installation Inspection 215 l _ _ G 3 LF Per Linear Foot l TOTAL=$ Schedule of Prices Page 2 of 2 te 18 Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON NE IWh Street and Anaeorles Ave NE Detention Pond Retrofit Project SWP-27-3645 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA w : ; ' No, DATE: GCE : :MDR Sge 19 Acknowledgment of Receipt of Addenda ovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' CITY OF RENTON NE 10th Street and Anacortes Ave NE Detention Pond Retrofit Project ' SWP-27-3645 ADDENDUM NO. 1 Date Issued: July 3,2013 Date of Bid Opening: July 16,2013 ' NOTICE TO ALL PLAN HOLDERS ' The Bid Documents for the project are modified as described below. Bidders shall incorporate this Addendum into the Bid Documents. Failure to do so may subject the bidder to disqualification of his bid. Bidders shall acknowledge this Addendum by signing the Acknowledgement of Receipt of Addenda form in the Bid Document,or by signing this Addendum,and submitting either form with the bid. ' THE BID DOCUMENTS ARE MODIFED AS FOLLOWS: The note at the bottom of the Contract Document Table of Contents has been modified to clarify what documents must be submitted with bid. Replace the following parts of the bid document with the new page. ' SPECIFICATIONS: Remove the Contract Document Table of Contents. Replace with Addendum#1 Contract Document Table of Contents(1 page). Allen Quynn,PE Proj ct Manager, Surface Water Utility Ph#425-430-7247 ' ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA SIGNED: -- II' TITLE: NAME OF COMPANY: C C-T C7,44—" .r - ADDENDUM No.l.doc\ F'Re 1 Addendum#1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' Page I of 2 ' MINORITY TY BUSII SSMrOAM 1 BUSINESS ENTERPRISE SUBCONTRACTORS LIST NE I01s Street and Anacortes Ave THE Detention Pond Retr=ofit Project SW P-:27-3645 ' All:bidders are encouraged to utilize certified - � �tfied tntnortty owned and women-owned businesses to the extent possible in the performance of this contract, All prospective bidders or persons submitting qualifications ' should take the following steps, when possible. I. Include qualified minority and women's businesses on solicitation lists. 2. Assure that qualified minority and women's businesses are solicited whenever they are potential sources of service or'supplies, ' 3. Divide the total requirements, when economically feasible, into smaller task or quantities to permit maximum participation by qualified minority and women's businesses. 4. Establish delivery schedules, where work, requirements permit, which will encourage participation of ' qualified minority and women's businesses. S. Use the services and assistance of the State Office of Minority and Women's Business Enterprise (OMWBE) and the Office of Minority Business Enterprise of the U.S. Department of Commerce, as appropriate. If the subcontractors names are not submitted with the bid, OR if two or more subcontractors are named to perform the same work, then the bid shall be-considered nonresponsive arid! therefore, void. Complete the following: If awarded the contract, C�+�S'1 t' " ' dc�� III contract t€�itla the following rcrinccritY- o ned businesses and i o-men businesses subcontractors for the performance of bid items associated with this contract: Rid Item(s) _ L.c Subcontractor dame Address ' Phone No, -State Contractor's License No. Bid Item(s) Subcontractor Name .Address Phone No. State Contractor's License No, Did Item (s) Subcontractor frame Address Phone No. State Contractor's.License No. PAPi S,ys�s'k`P-Sl urftce.Wit€r€Telco W�F P-23-Sur face Water P oJects(C:f',)t27-3645 NE l ft-Anacartcr RD t ami Rctroffi�101 Desig 2wld 1,30cumer+.t?M13li-WEE Subcent-mic Wr List,DOC ge 2t} Minority Business 1 Women Business Enterprise Subcontractors list IP vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' Page:Z of 2 Bid Item(s) ' Subcontractor Name _ Address ' Phone No, State Contractor's License.No. Piro Item (s) 1 Subcontractor erne Address ' Phone No. State Contractor's License No. _.._ Bid Item(s) Subcontractor Name Address ' Phone into. State Contractor's License No. Signature of authorized Representative of Bidder SOscribed and sworn to be before me on this day of ' Notary Public in and for the State of Washington �,�•, pLE T irfr ' !T �` j! Notary(PriSnt A `� � EX ti�J1r C� �f,} .mo esidin at 5,� t d v f c, = My appointment expire V AU10 NC. =�©= OF WT-ilc Sys\SWP-Surface Water Projects$F-17-Siviace Watc Proiccks(Ci3')\v-3645 NE l0ih-`nacurws RD Pond ReIrrxNN I MI Designk&d DcscumcndiMBr-'s E Su'rcortractot Li:�%.Doc ge 2 I No ided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' BOND TO THE CITY OF RENTON SUR00-00068 9 KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned CCT CONSTRUCTION INC. as principal,and IRONSHORE .INDEMNITY INC. corporation organized and. under the laws of the State of MINNESOTA 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 Renton in the penal sum of $135,185.00: for the payment of which sure on demand we bind ourselves and our.successoms heirs, administrators or_person representatives, as the case maybe: This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance of the city of Renton: ' Dated at SEATTLE Wash ngton,this 25TH day of,. JULY 2013. ' Nevertheless,the conditions of the above obligatian,are such that: WHEREAS, under and pursuant to .Public Works :Construction Contract CAG-13-143 providing for ' construction of NE fi0.t'Street and Anacortes Ave NE Detention Pond:Retrofit Pro ect IPTojeci;name} ' the prin6ipa}is required-to furnish a,bond for:the faithful performance of the contract; and WHEREAS,the pr ncipat has accepted,i)r is,about to accept,the contract,and undertake to perform the work therein provided for to the-manner and within.the time..set forkFt; tUOW, THE FORE if floe principal shall faithfu}}y„perfo'rm ai#'o: f the provisions of said contract:in the L manner aril within ,the #Ime.therein set forth,-.or within such extensions of timer as:may be granted. under said contract, and sha,,}l pay all;laborers, mechanics; stabcontractt rs and-materialrnen, and:all persons who shat} supp}y said principa} or subcontractors with proviswns and supplies for the tarrying. on of.said work,,and shalt hold said Cfty:of Renton harmless from arny l ss or damage occasioned to any. ' person or property"by reason of.any care#essness or negligence;on the part of said principal; or any subcontractor in the per formabce of sa idr Work,..arid shall indemnify and hold the:City of Renton harmless from any damage or expense:pY reason,of failure of,performance as specified in the contract ' or from defects appearing or derelopjrig in the.material or workmanship;provided or performed under' the contract within a period of one year after.:its acceptance-thereof by the City of Renton,then and.in that event:thisobligation-shall be:V6 butot#�.ermse it sha#l'be and:remain in full force and effect. CCT CONSTRUCTION INC. IRONSHORE INDEMNITY INC. Principal Surety 1ndQ1k, ' L. nC Signature s Signature.JOHN: F. CRISS to n1„``,��. Title ATTORNEY-IN-FACT . Title. POWER OF ATTORNEY ' Iranshore Indemnity Inc. SUR00000689 KNOW ALL MEN BY THESE PRESENTS,that IRONSHORE INDEMNITY INC.,a Minnesota Corporation,with Its principal office in New York,NY does ' hereby constitute and appoint:JOHN F.CRISS its true and lawful Attorney-In-Fact to make,execute,seal and deliver for, and on its behalf as surety,a PERFORMANCE BOND under bond or undertaking number SUR00000689 issued on behalf of, CCT CONSTRUCTION INC. as principal in the penal sum of$135,185.00 ' This authority is made under and by the authority of a resolution which was passed by the Board of Directors of IRONSHORE INDEMNITY INC. on the 2e Day of April,2013 as follows: Resolved,that the Director of the Company is hereby authorized to appoint and empower any representative of the company or other person or ' persons as Attorney-In-Fact to execute on behalf of the Company any bonds,undertakings,policies,contracts of indemnity or other writings obligatory In nature of a bond not to exceed $135,185.00 dollars,which the Company might execute through Its duty elected officers,and affix the seal of the Company thereto. Any said execution of such documents by an Attorney-in-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company.Any Attorney-In-Fact,so appointed,may be removed for good cause and ' the authority so granted may be revoked as specified in the Power of Attorney. Resolved,that the signature of the Director and the seal of the Company may be affixed by facsimile on any power of attorney granted,and the signature of the Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or ' certificate bearing such facsimile signature and seal shall be valid and binding on the Company.Any such power so executed and sealed and certificate so executed and sealed shall,with respect to any bond of undertaking to which it is attached,continue to be valid and binding on the Company. IN WITNESS THEREOF,IRONSHORE INDEMNITY INC.has caused this instrument to be signed by its Director,and its Corporate Seal to be affixed this ' V Day of May,2013. IRONSHORE INDEMNITY INC. ow Index e a40�Mi'!, r ar 4O 1� �4 �' 7919�f` ' BY Daniel L Susmd'n Director ' ACKNOWLEDGEMENT On this 1°i Day of May,2013,before me,personally came Daniel L Sussman to me known,who being duly swam,did depose and say that he Is the Director of Ironshore indemnity,Inc.,the corporation described in and which executed the above instrument;that he executed said instrument on ' behalf of the corporation by authority of his office under the By-laws of said corporation. 1EIV�6SEE :�'= s0'.,PUBLIC rr Christophe Dobbs �9 ••••.... �� Notary Public III IR1t��s� MY COMMISSION E Ju"21,2016`R t1F7cATE 1,the undersigned,Secretary of IRON5HORE INDEMNITY INC.,A Minnesota Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy,is in full force and effect and has not been revoked and the resolutions as set forth are now in force. ' Signed and Sealed at this 25TH Day of JULY 2013 . P - ' Paul 5.Giordano Secretary "WARNING:Any person who knowingly and with Intent to defraud any insurance company or other person,files and application for Insurance or statement of claim ' containing any materially false information,or conceals for the purpose of misleading information concerning any fact material thereto,commits a fraudulent Insurance act,which is a crime and subjects such person to criminal and civil penalties." t Dcity of es,;,i, CITY OF RENTON ' FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE �C/Z451L v&I -t-14 C . hereby confirms and declares that: (Name of contractor/subcontractor/consult nt) ' I. It is the policy of the above-named contractor/subcontractor/consultant,to offer equal ' opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental ' disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C ' status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. ' II. The above-named contractor/subcontractor/consultant complies with all applicable federal, ' state and local laws governing non-discrimination in employment. ' III. When applicable,the above-named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. ' Print Agent/Repres ntative's Na 6e e Pre S ' Print Agent/Representative's Title ' Agent/Representativ 's Signature 711 VL_3 ' Date Signed 1 Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this documents) with the contract. 1 _ I CCT CONSTRUCTION,INC 22308 S/R 410 E Bonney Lake,WA CERTIFICATE OF CORPORATE RESOLUTION To Whom it concerns, ' I Tommy Shipman secretary of CCT Construction, Inc.do herby certify that a duly constituted meeting of ' the corporation held in Bonney Lake WA on 8/6/2013 it was upon motion duly made and seconded that it voted: That Craig Shipman's signature shall bind CCT Construction, Inc.on all contracts. ' I further certify that the foregoing shall be in full force without rescission. Sincerely, Tommy Shipman,President,Secretary - ' Craig Shipman,Manager ' CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of ,020%y by and between THE CITY OF RENTON, Washington, a municipal corpo� the State of Washington, hereinafter referred to as "CITY" and C Crj S'r� hereinafter referred to as "CONTRACTOR." WITNESSETH: ` 1) The Contractor shall within the time stipulated, (to-wit: within 30 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's ' Project (identified as No. CAG-13-143 (SWP-27-3645) for improvement by construction and installation of. ' Work for the NE 101h Street and Anacortes Ave NE Detention Pond Retrofit Project, as described in"Scope of Work"included herein. All the foregoing shall be timely performed, furnished, constructed, installed and completed ' in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other ' governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be " furnished and the construction installation performed and completed to the satisfaction and 1 the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. 2) The aforesaid Contract,entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement ' b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specification, if any I 1 C 1_2009 t3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this ' Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten(10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory ' arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the ' Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen-(15) days after the serving upon it of such notice of termination does not perform the Contract or does not. commence performance thereof, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, ' the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful ' therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or ' remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, ' representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account. of any patented or ' unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. ' The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any ' litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants,provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, claims demands or suits based solely upon the conduct of the City,' Y p Y� Y� , officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employees and(b)the City, 2 t:1-'009 �� C ' its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence ' or the negligence of the Contractor's agents or employees. Should a court of competent jurisdiction determine that this agreement 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 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 constitute the contractor's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely ' for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. ' 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery ' thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days t after Contract final execution and shall complete the full performance of the Contract not P p later than 30 working days from the date of commencement. For each and ' every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day,which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of ' liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) ' year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct ' and remedy any such defect, fault or breach at the sole cost and expense of Contractor. Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work.and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. ' If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all amounts due or to become due the Contractor. 3 1-1--' 009 ' The Contractor agrees the above one year limitation shall not exclude or diminish the City's �' Y h' rights under any law to obtain damages and recover costs resulting from defective and ' unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in.writing, or liability expressed or implied arising out of a written agreement. Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND ' . PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. ' 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to ' time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance ' of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph ' '12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, ' possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The ' Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $135,185.00 numbers One Hundred Thirty Five Thousand One hundred Eighty Five Dollars and 00 cents written words ' including Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. ' 13) INDEPENDENT CONTRACTOR. The parties intend that an Independent_ Contractor- Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work; the City being interested only in the results obtained under this Agreement. ' 14 LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY ' LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE ' STATUTORY LIMITATIONS PERIOD. 15) Non-Waiver of Breach. The failure of the City to insist upon strict performance of any of ' the covenants and agreements contained in this Agreement, or to exercise any option 4 CI-2009 L tconferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. ' 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. ' Any written notice hereunder shall become effective three(3)business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter ' specified in writing. 17) Assignment. Any assignment of this Agreement by either party without the written consent ' of the non-assigning party shall be void. If the non-assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. ' 18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the city and Contractor. ' 19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and regulations that are now effective or in the future become ' applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. ' 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. ' IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year ' first above-written. CONTRACTOR CITY OF TON. ' President/ rtner/Own r Mayor Denis Law ATTEST. ' Secretary Bonnie I . Wilton, Cify,Clel� . Li f 1 dba - ' Firm Name check one s ❑ Individual ❑ Partnership VI Corporation Incorporated in ' Attention: If business is a CORPORATION, name of the corporation should be listed in full and both ' President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP full name of each partner should be listed followed b d/b/a p Y (doing business as)and firm or trade name; any one partner may sign the contract. ' If business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed by d/b/a and name of the company. t t I 6 C i-X709 t CITY OF RENTON NE 10'h Street and Anacortes Ave NE Detention Pond Retrofit Project SWP-27-3645 CAG-13-143 .RETAINAGE SELECTION Per Standard Specifincations Section 1-09.9(1)Retainage,and RCW 60.28, a sunn of 5-percent of the monies earned by the Contractor will be retained from progress estimates. The retainage will be used as a trust fund for the protection and payment of(1) the State with respect to taxes,and(2)the claims of any person arising under the Contract. ThM Cbmituactor shall select ore of the options below for the retainage fand(check one): P.Retained in a fund held by the City(non-interest bearipg),or ` 2. Deposited by the City in an escrow account (interest bearing)in a bank,mutual savings bank,or savings and loan association. Deposits�ill be in the name of the City and are not allowed to be withdrawn without the City's written authorization. The City,at it's option,may accept a bond from the Contractor in lieu of retainage. If the Contractor selects option 2 or 3 it is fully responsible for selecting the bank or association to be used, and for making all arrangements and paying all costs associated with thatODtion. All arrangements and forms needed for option 2 or 3 shall be submitted to the City for review and approval. Release of the Retainage will be made 60 days following the Completion Date provided the conditions in Special Provisions Section 1-09.9(l),and applicable State Regulations,are met. PRI NIT NAME: C rl ,_11 C 0 M P kN'Y: DAM 1 : e 30 Retainage Selection Wided to Builders Exchange Of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale E city of" t � E Insurance Requirements For City of Renton t The City of Renton typically requires the following industry minimum insurance limits: ' r $1,000,000 per occurrence Commercial General Liability (CGL); • $2,000,000 in the Commercial General Liability aggregate; • $1,000,000 Auto Liability(needed if a vehicle will be used in performance of work beyond normal commutes. This would include delivery of products to worksite); • Proof of Workers' Compensation coverage as required by the state (provide the Washington L&I or excess coverage policy number); • Excess Liability or Umbrella (if needed, at levels to be determined by unique exposure risk or if required in the contract, can be in tandem with CGL); • $1,000,000 Professional Liability(if required in the contract or if the professional services to be provided are excluded from the CGL policy). Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy(only applies to Commercial General,Liability); E • The City shall be provided with written notice of any policy cancellation within two business days of receipt of such notice by the policy holder; E • Insurance certificate requirements can be waived for current WCIA members, with Risk Manager approval; • Put descriptive text of the project in the "Description of Operations" box; and • The certificate holder should read: City of Renton ATTN: {enter your City contact's name here and Department} 1055 South Grady Way Renton, WA. 98057 Direct any questions, comments, or concerns to: Gary Lamb, Risk Manager 425.430.7669 - direct 425.430.7650 - main 425.430.7665 - fax glamb @rentonwa.gov Revised 4/5/13 E . . ,. E DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 7/26/2013 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 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Trina Maher NAME: Kuresman Insurance PHONE (360)692-6131 FAX (360)692-6187 A/C No I9321 Bayshore Dr. NW ADDRESS:trinam @kuresmanins.com STE 111 INSURERS AFFORDING COVERAGE NAIC# Silverdale WA 98383-8350 INSURERA:OHIO SECURITY INS CO 4082 INSURED INSURER B MUTUAL OF ENUMCLAW CCT CONSTRUCTION, INC INSURER C: 22308 SR 410 E INSURER D: INSURER E: BONNEY LAKE WA 98391 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1292802444 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 CONTRACT OR 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. INSR I ADDL UBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE D POLICY NUMBER MM/DD/YYYY IMM/DDMOM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 ,000,000 DAMAGE X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 1,000,000 A CLAIMS-MADE �OCCUR KS54470594 /23/2012 /23/2013 MED EXP(Any one person) $ 15,000 X WA STOP GAP PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.000 X POLICY PRO- LOC $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 X ANY AUTO BAP0001921 /23/2012 /23/2013 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED id P BODILY INJURY(Per accent $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION KS54470594 /23/2012 9/23/2013 WC STATU- X OTH- ANDEMPLOYERS'LIABILITY Y/N Y_L11+ ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: NE 10TH ST & ANACORTES AVE NE DETENTION POND RETROFIT PROJECT #SWP-27-3645. CITY OF RENTON IS ISTED AS ADDITIONAL INSURED PER CG8810. INSURANCE IS PRIMARY AND NON-CONTRIBUTORY, WAIVER OF SUBROGATION PER CG8810. CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF RENTON ACCORDANCE WITH THE POLICY PROVISIONS. 1055 SOUTH GRADY WAY RENTON, WA 98057 AUTHORIZED REPRESENTATIVE JOHN CRISS/TRINA \LO� CORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. NS025(201005).01 The ACORD name and logo are registered marks of ACORD i COMMERCIAL GENERAL LIABILITY CG 88 10 10 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 INON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY—ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 XTENSION OF SUPPLEMENTARY EMENTARY PAYMENTS COVERAGES A AND B 3 14DDITIONAL INSUREDS—BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY-ADDITIONAL INSURED EXTENSION 5 tDDITIONAL INSUREDS- EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" 5 tHO IS AN INSURED— INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED— 6 ELLOW EMPLOYEE EXTENSION—MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 6 LILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 tNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 tODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 7 LIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU 8 ©2010 Liberty Mutual Insurance Company. All rights reserved. G 88 10 10 09 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 7 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A-Bodily Injury And Property Damage Liability, exclusion g.Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible Insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A-Bodily Injury And Property Damage Liability, Subparagraph (2)of exclusion g.Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY—ELEVATORS 1. Under Paragraph 2. Exclusions of Section I -Coverage A—Bodily Injury And Property Damage Liability, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property 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, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to"property damage"to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III—Limits of Insurance. ©2010 Liberty Mutual Insurance Company. All rights reserved. G 88 10 10 09 Includes copyrighted material of Insurance Services office,Inc.,with its permission. Page 2 Of 7 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. 2. Paragraph 6. under 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: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection. systems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage)-Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I—Coverage C—Medical Payments, Subparagraph (b)of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 1. Under Supplementary Payments—Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us 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. • ADDITIONAL INSUREDS -BY CONTRACT,AGREEMENT OR PERMIT 1. Paragraph 2. under Section 11—Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for"bodily injury" "property damage" or"personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the"bodily injury"or"property damage" occurs, or the"personal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or 02010 Liberty Mutual Insurance Company. All rights reserved. G 88 1 O 10 09 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 3 of 7 t b. Premises or facilities rented by you or used by you; or C. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to"bodily injury", "property damage", or"personal and advertising injury"arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to"bodily injury" or"property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence"which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury"or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV—Commercial General Liability Conditions. 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A-Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury"or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury"or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury" or"property damage" occurs. C. "Bodily injury", "property damage"or"personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: ©2010 Liberty Mutual Insurance Company. All rights reserved. IG 88 10 10 09 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 7 ■ II II I I (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. d. "Bodily injury"or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. I Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. ADDITIONAL INSUREDS- EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence"or an offense that may result in a claim or"suit" under this insurance to us; b Tender the defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured; and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. ©2010 Liberty Mutual Insurance Company. All rights reserved. �G 88 10 10 09 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 5 of 7 I d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III— Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED-INCIDENTAL MEDICAL ERROR&I-MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION-MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II-Who Is An Insured is replaced with the following: (1) "Bodily injury"or"personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other"volunteer workers"while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker"as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or(b)above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. Paragraphs(a) and (b)above do not apply to"bodily injury"or"personal and advertising injury"caused b Y an "employee who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's"job responsibilities assigned by you, includes the direct supervision of other"employees" of yours. However, none of these "employees"are insureds for"bodily injury"or"personal and advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause"bodily injury"or"personal and advertising injury", or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to y our "employee". JK- NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain 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 the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to"bodily injury"or"property damage"that occurred before you acquired or formed the organization; and C. Coverage B does not apply to"personal and advertising injury"arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. j 02010 Liberty Mutual Insurance Company. All rights reserved. �G 88 1010 09 Includes copyrighted material of insurance Services Office,Inc.,with its permission. Page 6 of 7 L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV—Commercial General Liability Conditions, the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior"occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV—Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or"suit' by an agent, servant or"employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section 11— Who Is An Insured or a person who has been designated by them to receive reports of"occurrences", offenses, claims or"suits"shall have received such notice from the agent, servant or"employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. �0. BODILY INJURY REDEFINED Under Section V—Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. 1P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the 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 farce to protect persons or property. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV—Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the"products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. ©2010 Liberty Mutual Insurance Company. All rights reserved. G 88 10 10 09 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 7 of 7 i � i i � PREVAILING MINIMUM HOURLY � WAGE RATES 1 it ' 1 � 1 I J ' 1