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PW13-103 - Original - Goodfellow Bros., Inc. - SE 256th St Improvements - 06/06/2013
q, Records Marragem ' n . . . I :4 KENO Document YJNSHINGTON i`An CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Goodfellow Bros., Inc. Vendor Number: ID Edwards Number Contract Number: Pw 13 -to 3 This is assigned by City Clerk's Office Project Name: SE 256th Street Improvements (Kent-Kangley Road - 116th Avenue SE) Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: Date of the Mayor's Signature Termination Date. -See below Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Dave Brock Department: PW Operations a Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of widening approximately 3,400 lineal feet of SE 256th Street from Kent Kangley Road (SR 516) to 116th Avenue SE, from the existing two lanes to a three- lane roadway;_including power undergrounding, curb, gutter, sidewalk, bicycle lanes, street lighting and limited water and sewer work. *Underground utility trench work shall be completed within one hundred fifty (^150) consecutive working days and the_Contract to be completed within three hundred (300) working days. — _w___ — cw._4/y(13 S:Publlc\RecordsManagementNForms\ContractCover\adcc7832 1 11/08 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 3 SE 256t" Street Improvements (Kent Kangley Road - 116t" Avenue SE) Project Number: 09-3012C Y BIDS ACCEPTED UNTIL May 29, 2013 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO i CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 + i TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT W A 5 H I N 0 T 0 N PUBLIC WORKS DEPARTMENT Timothy 3 LaPorte, P E. Public Works Director 400 West Gowe \ • Kent, WA 98032 �pN T Fax• 253-856-6500 WnSllry Gr ON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON SE 2561h Street Improvements (Kent Kangley Road - 116th Avenue SE) Project Number: 09-3012C ADDENDUM No. 1 May 22, 2013 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following changes are included in the enclosed replacement Bidder's Document. Bidders must use the replacement Bidder's Document. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1125 5-04.5 50020 Cold Plant Mix for Temporary $ $ * KSP TONS Pavement Patch Per TON 1132 5-01.5 11500 Sealing Existing Concrete $ $ WSDOT LN FT Random Crack Per LF N 7 3 1180 8-14.5 30 6 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type 1 Per EA U 3 3 3 O MAYOR SUZETTE COOKE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1200 8-14.5 610 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type 2 Per EA 1205 8-04.5 7,700 Cement Curb and Gutter $ $ KSP LN FT Per LF 1227 7-05.5 -2 4 Rotate Existing Manhole $ $ KSP EACH Cover Per EA 1230 7-12.5 -2 20 Adjust Existing Valve Box Top $ $ KSP EACH Section and Lid to Finished Per EA Grade 1266 8-12.5 65 Chain Link Fence, $ $ KSP LN FT Type 3 (6'High) Per LF 1295 8-27.5 38O 350 Handrail $ $ KSP Per LN FT Per LF 1365 2-02.5 20 Remove Existing Boulder $ $ KSP EACH 6 Ton or Larger Per EA SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2005 7-09.5 612 8 Inch Connection to $ $ KSP EACH Existing Water Main Per EA 2 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2025 7-09.5 -1-98 160 8 Inch Diameter Ductile $ $ KSP LN FT Iron, Cl 52 Water Main Pipe Per LF 2255 2-09.5 2 5GG Shoring or Extra Excavation $ $ * WSDOT 51000 Class B Per SF SQ FT SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4075 7-05.5 5 12" Manhole Barrel Section $ $ KSP EACH Per EA PeFEA 4090 7-05.5 2 Thru Gurb ln'et FFange and $ $ KSP EACH Fie Concrete Inlet Per EA 4140 7-08.5 -2 15 Abandon Existing Storm $ $ KSP EACH Sewer Pipe Per EA 4185 7-08.5 3&9 21000 Gravel Borrow for Trench $ $ ;k KSP TONS Backfill Per TON ($2.50 Min) 4215 :7 05.5 33 Therngeplastie SteFnq Drain $ '$ KSP EACH Stenc4i+ Per Elk 4490 7-04.5 1 Stream Bypass $3,500.00* $3r500.00 KSP FORCE ACCOUNT Per FA **Common price to all bidders 3 SCHEDULE IV A - STORM PONDS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE ¢ AMOUNT Aye 7 05.5 2 5 Tneh Debris Cage f� � 7�'-S-P E C H PeF EA `Y 4170A 8-15.5 400 Quarry Spalls $ $ * WSDOT TONS Per TON 4490A 7 04.5 1 StFearn Bypass KSP FORGE PerF AGG01J N SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,000 Traffic Control Labor $ $ KSP 8,000 Per HR HOURS 5015 1-10.5 250 Traffic Control Supervisor $ $ KSP 2,400 Per HR HOURS 5030 1-10.5 6080 Portable Changeable Message $ $ KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5(2) 150 Sequential Arrow Sign $ $ w5vor HOURS Per HR 4 SCHEDULE VI - JOINT UNDERGROUND UTILITY TRENCH ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6066 8-32.5 91100 Century Link - Installation and $ $ * KSP LN FT Proofing of 4 Inch Diameter Per LF CenturyLrnk Conduit SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1 - i 70 5 8 01.5 48 70 Inlet Protection $ $ KSP EACH Per EA 7038 8 01.5 969 ESG Lead $ $ KSP HGWRS PCl-1"f7C 7060 8-01.5 1 Baker Tank $25,000 86 $5e00.00 KSP FORCE $35,000.00** $35,000.00 ACCOUNT Per FA "Common price to all bidders SCHEDULE IX - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 9015 7-17.5 15 PVC Sewer Pipe, $ $ KSP LN FT 12 Inch Diameter Per LF 9020 7-17.5 15 PVC Sewer Pipe, $ $ KSP LN FT 16 Inch Diameter Per LF 9025 7-17.5 15 PVC Sewer Pipe, $ $ KSP LN FT 21 Inch Diameter Per LF 5 SCHEDULE IX - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 9060 7-05.5 31 Manhole 12 Feet to 20 Feet, $ $ KSP EACH Type 1 48 Inch Diameter Per EA 9070 7-05.5 2 Manhole 12 Feet to 20 $ $ KSP EACH Feet, Type 1 54 Inch Per EA Diameter 9190 7-17.5 1 Sewer Repair $2,000.00** $2,000.00 KSP FORCE Per FA ACCOUNT **Common price to ail bidders SCHEDULE XI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT_ 11000 8-20.5 1 Replace Existing Service $ $ KSP LUMP SUM Cabinet Per LS 11006 8-20.5 84 Luminaire with Eccentric $ $ KSP EACH Foundation Per EA 11009 8-20.5 4 Luminaire with Spread $ $ KSP EACH Footing Foundation Per EA 11050 8-32.5 800 Sand for Conduit Bedding $ $ * KSP TONS Per TON 11055 7-08.5 800 Gravel Borrow for Trench $ $ * KSP TONS Backfill Per TON 6 II - KENT SPECIAL PROVISIONS Page 1-35 - Section 1-09.9(2) - City's Right to Withhold Certain Amounts ADD the following item 8: S. The City will retain 10010 of the total mobilization amount bid by the Contractor, and release it to the Contractor only upon the opening for all vehicular and pedestrian use of the roadway. Page 2-6 - Section 2-02.5 - Payment ADD the following payment item to the end of this section: The unit contract price per each for "Remove Existing Boulder 6 Ton or Larger"shall be complete compensation necessary to remove and dispose of or relocate the existing boulders encountered within the limits of the project that are necessary to be removed or relocated at the direction of the engineer. This bid item shall not be paid to remove the existing rockery or any other separate boulder removal bid item. Removal of any rocks smaller than 6 tons shall be paid for under Clearing and Grubbing. Page 2-6 - Section 2-03.5 - Payment ADD the following sentence to the end of the first paragraph: The unit contract price per cubic yard for "Stormwater Pond Excavation, Incl. Haul" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to excavate, rough grade, disposal of material, fine grade, and stabilize slopes with hydroseed, sod, or rip rap as necessary or designated by the Engineer, to the elevations shown on the plans and specifications. All quantity measurements shall be neat line. Page 5-6 - Section 5-04.5 - Payment REVISE payment item "Planing Bituminous Pavement" as follows: The unit contract price per square yard for "Planing Bituminous Pavement" constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. tempeFaFy transition fFeng planed aFeas te existing pavement. Maximum planing depth of asphalt on existing concrete panels shall be four (4) inches, as directed by the Engineer or noted on the plans. Payment shall 10-e n9ade uppeen actual square yaFds planed, Fegardless ef the full 7 Page 7-2 — Section 7-04.5 — Payment REVISE payment item "Stream Bypass" as follows: The force account cost for "Stream Bypass" shall constitute complete compensation for all materials, tools, labor and equipment necessary to temporarily bypass any drainage within the stream or swale located at approximately Station 21+00 and 27+27 during the construction of the retaining wall. This shall include but not be limited to pipes, hoses, pumps or any method acceptable to the engineer and in conformance with the plans and specifications to satisfactorily provide a temporary bypass of stream flows. Page 7-5 — Section 7-05.5 — Payment ADD the following to the beginning of the first paragraph: "Manhole 12 Feet to 20 Feet, Type 1 54 Inch Diameter" "Manhole 12 Feet to 20 Feet, Type 1 48 Inch Diameter" "Manhole Under 12 Feet, Type 1 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to provide and install the sanitary sewer manhole to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, dewatering, installing the manhole, connecting new or existing pipes, backfilling, compacting, and surface restoration. Page 7-6 — Section 7-05.5 — Payment DELETE payment item "Thru-Curb Inlet Frame and Grate" and REPLACE with "Concrete Inlet" as follows: "Th G Fb inlet Frame -.n r`.atie2 "Concrete Inlet" "Catch Basin, Type 1" "Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration, referencing for future locates prior to final overlay; and storm drain stenciling. REVISE payment item "12" Manhole Barrel Section" as follows: The unit contract price per each for "12" Manhole Barrel Section" shall constitute complete compensation for furnishing all labor, materials and equipment necessary to provide and install the manholes of various sizes barrel section as necessary to adjust the manhole to finished grade as shown on the plans. The work includes but shall not be limited to excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, and surface restoration. 8 ti DELETE payment item "54 Inch Debris Cage." DELETE payment item "Thermoplastic Storm Drain Stenciling." Page 7-12 - Section 7-08.5 - Payment REVISE payment item "Foundation Material, Class I and II" as follows: The unit contract price per ton for"Foundation Material. Class I and II" constitutes complete compensation for all labor, material, tools, supplies and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating the unsuitable material, loading, hauling, mixing, placing, shaping, and compacting Page 7-13 - Section 7-08.5 - Payment REVISE payment item "Abandon Existing Storm Sewer Pipe" as follows: The unit contract price per each for "Abandon Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing pipe as shown on the plans and described in the specifications. The unit bid price shall include but not limited to: excavation, unsuitable material excavation, disposal of excavated material, concrete plugging (speed plug or equal) the pipe at Beth each ends, backfilling with gravel borrow, compaction, surface restoration and cleanup. Payment for the gravel borrow shall be paid for under the gravel borrow bid item. Page 7-26 - Section 7-15.5 - Payment REVISE payment item "Service Connection 1 Inch Diameter" as follows: The unit contract price per each for "Service Connection 1 Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, A27 adaptor for 314 inch meter as needed, gate ,alve with valve�, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10. - - -17.5 - Payment Page 7 31 Section 7 y REVISE the first paragraph as follows: "Ductile Iron Sewer Pipe, 8 Inch Diameter Class 52 (Epoxy Lined)" "PVC Sewer Pipe, 8 Inch Diameter" "PVC Sewer Pipe, 12 Inch Diameter" "PVC Sewer Pipe, 16 Inch Diameter" "PVC Sewer Pipe, 21 Inch Diameter" 9 The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on other than normal working hours, and any sewage bypass systems used. ADD payment item "Sewer Repair" as follows: The set force account price for "Sewer Repair"shall constitute complete compensation for all labor, tools, and equipment necessary to pothole and expose the existing sewer line at approximately STA 23+00 prior to installation of the manhole to determine connection requirements. The bid item price includes all work necessary to expose the existing pipe and if necessary cut open the pipe to determine connection requirements into the new manhole including but not limited to excavation, dewatering, backfill and compaction, surface restoration, hauling, and cleanup. Page 8-9 - Section 8-01.5 - Payment DELETE payment item "ESC Lead." Page 8-17 - Section 8-12.5 - Payment ADD payment item "Chain Link Fence, Type 3 (6' High)," as well as description as follows: "Chain Link Fence, Type 3 W High)" "Remove/Relocate/Restore Wood Fence," per linear foot. "Remove and Relocate Wire Fence," per linear foot. "Remove and Restore Fence," per linear foot. "Temporary Security Fence," per linear foot. The unit contract price for the above items shall constitute complete compensation including all labor, tools, supplies and equipment necessary to supply, install, remove, relocate and restore the fencing as shown on the plans and called out in these specifications and/or as directed by the Engineer. Page 8-25 - Section 8-20.5 - Payment REVISE payment item "Induction Loops" and "Bicycle Detector Loops" as follows: "Induction Loops" "Bicycle Detector Loops" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install and test the new induction loops and bicycle detector loops 10 including all lead in and home run wiring where the existing loops are damaged by the construction or where directed to install them by the Engineer. REVISE payment item "Traffic Signal Modifications at 116th Avenue SE" as follows: The lump sum contract price for "Traffic Signal Modifications at 116th Avenue SE" shall be full pay for the construction of the complete signal system, modifying existing systems, and removal of existing systems, as shown in the Plans and as described in Section 8-20.1 of the Kent Special Provisions and as herein specified including but not limited to: camera cable, camera, UPS cabinet, conduit, conduit, wiring, junction boxes, restoring facilities destroyed or damaged during construction, remove, modify and relocate signal heads, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Page 8-26 - Section 8-20.5 - Payment ADD the following to the beginning of the first paragraph: "Luminaire with Spread Footing Foundation" "Luminaire with Foundation" "Luminaire with Eccentric Foundation" The unit contract price per each for the above items constitutes complete compensation for all materials, labor and equipment required to install the illumination system as shown on the plans including but not limited to: aluminum lighting standard, luminaire including hardware, photoelectric control, wiring to the fuse holder, fuse kits, breakaway coupling, concrete foundation, excavation, backfilling compacting and other items as specified. Also included in this bid item is the wiring, connection to the service cabinet, modifying and removal of existing systems. Labor and Industries electrical, and any other items required for the fully functional Illumination System. The street lights will only be installed once the overhead power has been removed. Foundations and wiring however may be completed prior to overhead power removal. REVISE the second paragraph as follows: Payment under th4s these items shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. ADD the following new payment item: The lump sum cost for "Replace Existing Service Cabinet" to supply and install the new service cabinet at the location shown on the plans shall constitute complete compensation for all labor, tools, supplies and equipment necessary to remove the old service cabinet and procure and install the new service cabinet as shown on the plans and described in these specifications. This item includes but is not limited to the modification of the existing foundation, disconnection and removal of all items in the 11 existing service cabinet, removal and surplus of the existing cabinet and installation of new cabinet and appurtenances to include all wire connectors and any other items necessary to replace the existing cabinet with a new completely operational system. Page 8-30 - Section 8-24.5 - Payment REVISE the first paragraph of the payment items as follows: "Gravity Block Retaining Wall 4 Foot and Less in Height" "Gravity Block Retaining Wall Greater than 4 Foot in Height" The contract price per square foot for wall face for the above items constitutes complete compensation for furnishing all labor, engineered designed plans, shop drawings, materials, tools, supplies and equipment necessary to install the gravity block walls in accordance with these plans and specifications and the manufacturers plans and specifications. The cost for design, excavation, backfill with gravel backfill for walls, drainpipe, (connected to the proposed drainage system or daylighted as shown on the plans), concrete or grout to seal pipe penetrations and reinforcement fabric if required, shall be included in this bid item. Page 9-6 - Section 9-14.5(1)A - Street Trees REVISE the first paragraph as follows: The following table provides both the list of approved street tree species, and some of the characteristics associated with each street tree species at maturity.: ADD the following after the first paragraph: The Contractor shall plant groupings of 10 to 15 trees, alternating between oak and maple species listed. Contractor to provide planting schedule to Engineer for approval prior to planting. Page 17 - Section 9-29.28 - Traffic Management Camera ADD the following new section: 9-29.28 Traffic Monitoring Camera System Contractor shall provide the following equipment for a fully functional traffic monitoring camera system. Contractor shall install video camera and video cable as shown on the plans. Camera equipment sh all consist of a Cohu series 396OHD camera with mast arm mount, series 252 cable with factory installed MS connector. Video encoder/decoder shall consist of an Axis model Q7401 encoder and Axis model P7701 decoder, with power supplies. 12 Fiber optic media converters shall consist of 2ea N-TRON model 306FXE2-N-ST-15 media converters and 2ea NTPS-24-1.3 power suppliers. Fiber optic termination shall consist of 2ea Corning SPH-01P housings, 2ea Corning CCH-CP12-19T panels, 25eaCorning 95-200-51 Unicam ST SM connectors, 2ea Corning FAN-BT25-12 fan kits. Page 9-17 - Section 9-30 - Water Distribution Materials ADD the following to the beginning of this section: ' By Federal Law, as of January 4, 2014, valves, fittings, or fixtures that contains lead which exceeds the 0.25% weighted average limit for wetted surfaces, will not be permitted. The product affected by this legislation includes all valves, fittings, or fixtures that come into contact with potable water, except those excluded per Federal Public Law 111-380. This includes corporation stops, curb stops, service fittings and couplings, meter valves, meter couplings, copper meter setters and insetters, meter yoke valves, check valves, backflow valves, and more. III - APPENDIX Appendix 1 - Kent Standard Plans ADD the following Kent Standard Plan: 6-96 - Service Cabinet, Concrete Base and one Line Diagram Appendix 3 - Special Details ADD the following Special Details: Alternate Spread Footing for Luminaires Handrail Base Plate Mounting Detail Appendix 5 - New Water Main Connection Procedures Page 3 - Section 9.3.4 - Chlorine Injection REVISE the first paragraph as follows: After the Contractor has cleaned the water main by cubing and flushing, the Contractor shall inject a liquid chlorine solution evenly throughout the new main and appurtenances for optimal disinfection. The chlorine dosage shall be in accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on page 4 of this document) and a maximum of 100 mg/I. AWWA C651-99 Standard include detailed procedures for the adequate disinfection, flushing and microbiological testing of all water mains. inspecter shall give the Water Seetion thFee werl(ing days netifeeati -4P--- ��- 13 IV - PLANS Plan sheet 3 of 35: REVISE the detail for "Sidewalk with Raised Back Detail" per the attached drawing. ADD a new detail "Sidewalk with Thickened Edge Detail" per the attached drawing. Plan sheet 21 of 35: REVISE the detail for "Control Structure (Type 2, 54") with Flow Restrictor" per the attached drawing. Plan sheet 25 of 35: REPLACE plan sheet with the attached. Plan sheet 26 of 35: REPLACE the Wiring Schedule with revised wiring schedule. Plan sheet 29 of 35: REPLACE plan sheet with the attached. Utility Drawings: Note to Bidders: The last 7 sheets of utility drawings appended to the plan set are the Comcast relocation design drawings overlaid on PSE drawings. 14 END OF ADDENDUM No. 1 5-90-13 Chad Bieren, P.E. Date City Engineer Attachments: Bidder's Document Kent Standard Plan 6-96 Special Details: • Alternate Spread Footing for Luminaires • Handrail Base Plate Mounting Detail Revised Plan Sheet Details: • Sidewalk with Thickened Edge • Sidewalk with Raised Back • Wiring Schedule • Control Structure (Type 2, 54") with Flow Restrictor Plan Sheets: 25, 29 15 COMPONENT SCHEDULE O METERBASE: 100 AMP(150 AMP IF NEEDED),4 JAW SAFETY SOCKET,AW#114TB,WITH 5TH JAW AT 9:00 POSITION(CONTRACTOR TO VERIFY WITH SERVING UTILITY) O PANE ff "11AC, 100 AMP 1-0 AMP IF EEDED), 1 PHASE,3 YVIRE,COPPER BUS, 12 CKT 100 AMP MAIN BREAKER,WESTINGHOUSE B 00,2 POLE WESTT OUS BOL BRA EAKERS: 4-20/2ILLUMINA71ON BRANCH; 2-30/1 SIGNAL BRANCH; Q1 ADDENDUM NO. 1 1-20/1 GROUND FAULT RECEPTACLE&CONTROL BRANC . O CO A NG 3 4 P 120 OIL, (AS REQUIRED). O 4 ® PHOTO ELECTRIC CELL: 1800VA,120 VAC,ALR#SST-IES(PER WSDOT SPEC). OS PHOTO-CELL BYPASS SWITCH,SPOT, 15 AMP,277 VAC. © GROUND FAULT RECEPTACLE,120 VAC,DUPLEX,20A F = CABINET: NEMA 3R,PADMOUNT, 1/8"ALUMINUM CONSTRUCTION,2 SCREENED AND GASKETED VENTS DOORS' HEAVY DUTY CONCEALED HINGES(LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES,PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR POLISHED WIRE GLASS WINDOW IN METER DOOR _ CLOSED CELL NEOPRENE GASKET,CARD HOLDER FINISH: POLYESTER POWDER COAT,NONE OUTSIDE,WHITE INSIDE z 120/240 VAC c 10 3W 6 METER PHOTO BASE E CE LIC 6" I_f�--~I 2" 0. I --� r0.17' e MAIN 24" 16" CONTROL r 06 SIGNAL SERVICE CABINET TEST SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY F LTG SWITCH TESCOR BROWNFIELD. I� GROUND METERING SECTION CLEARANCES&EQUIPMENT PER PSE&EUSERC FAULT RECEPTACLE UL LISTED PER STANDARD#508 LJ � � SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT CABINET in FRONT FFINISHED SIDE SURFACE o a P an D a ONE-LINE DIAGRAM m CLASS 3000 A a CONCRETE D 28" BASE CONDUITS TO BE f� INSTALLED WITHIN THE CONCRETE PEDESTAL TO _ CONCRETE BASE SERVE THE CABINETS (TYP) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT r r AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S �' ` s' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WAsy THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST Q� ` �61, CITY OF KENT y `"(c Z ENGINEERING DEPARTMENT r ICENT SERVICE CABINET, CONCRETE BASE AND ONE LINE DIAGRAM �FGISTER� �� DESIGNED DWN SCALE NDNE STANDARD PLAN DRAWN DB T CHECKED DATE 6-96 APPROVED 4a e � a � #4 EACH WAY d TOP AND BOTTOM INSTALL ELASTOMERIC JOINT ON ALL SIDES g v „ 1 d \ in S L Y a a N v B l Vd d ft w L "� qd r 5'-0" LUMINAIRE (SEE MANUFACTURER SPECIFICATIONS) — 49 BOLTS 2" MIN. a i COVER (TYP) " a a #w f0 #4 EACH WAY a TOP AND BOTTOM a B it 6 NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ENGINEERING DEPARTMENT �r KENT ALTERNATE SPREAD FOOTING FOR LUMINAIRES DESIGNED DWH STANDARD PLAN DRAWN_ CAM SCALE NONE CHECKED DATE NGM II APPROVED 1.9* DIA STD STEEL PIPE 3 (HANDRAIL STANDARD) m 3/4't DIA CORE DRILL S I HOLE PER BOLT, SEE a a BOLT MANUFACTURERS RECOMMENDATION FOR CORE DRILL DIA. r as a z STEEL SHIM W Wo m?3 01 r W o�� Zen= le om ZW STRUCTURAL BA-F PLATE NOTES ELEVATION - BASE PLATE 129 1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SCALE NONE SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS 2.STRUCTURAL STEEL BASE PLATES SHALL BE IN ACCORDANCE WITH BACK OF SDEWALK/THKXENDED EDGE ASTM A36 WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI 3 ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST AWS STANDARDS 4 EACH 4-3/4' DIA. HILTI HDG 4 USE LOW HYDROGEN E70XX ELECTRODES FOR ALL WELDING. KWIK BOLT 3 PER BASE PLATE S.MINIMUM DESIGN BOLT LOAD PER ANCHOR BOLT = 3250 LBS WITH WASHERS. USE 7/8' DIA. TENSION. HOLES IN BASE PLATE FOR 6 HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT AND MAY ANCHOR BOLTS. BE NEGLECTED 7 SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1701 IS - - - \ REQUIRED FOR THE SUPPLY, THE CORE AND THE STEELIPIPE •^ INSTALLATION INSPECTION FOR ALL ANCHOROR BOLTS B ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY N HILTI OR APPROVED EQUIVALENT. 9.SUBSTITUTIONS SHALL TAKE INTO ACCOUNT DISTANCE BETWEEN I BOLTS IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE DECK AND EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD 10 All HOIFF'S SHALL BE CORE DRILLED IN ACCORDANCE WTH HILTI - - — - REQUIREMENTS. 11 GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON I METALLIC, NON STAINING NON SHRINK GROUT (OR DRYPACK) WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI MATCH EXISTING _ _ _ CONCRETE COLOR. • 12 GALVANIZED STEEL ANCHOR BOLTS SIZE, SPACING AND EMBEDMENT PER HANDRAIUNG MANUFACTURER PEDESTRIAN RAILING - SUGGESTED INSTALLATION PROCEDURE 11 1/4'I S. THIS IS ONLY ONE METHOD TO ATTAIN THE RESULTS AS PER THE PLANS THE CONTRACTOR MAY USE THIS PROCEDURE, MODIFY IT AS HE SEES FIT OR HAVE HIS OWN METHOD IN ORDER TO OBTAIN THE DESIRED CONTRACTOR PLAN - BASE PLATE 129 SUBMIT HISSINS INSTALLATION ROCEDUREULTS AS SHOWN IN THEPTONENGINEER FOR REVIEWLL SCALE NONE PRIOR TO INSTALLATION I.USE EACH PEDESTRIAN RAILING SECTION AS A TEMPLATE FOR LOCATING THE ANCHOR BOLT HOLES 2 SET UP FIRST RAILING SECTION IN DESIRED LOCATION -SEE DETAIL 6-41 FOR 3 SPRAY PAINT THROUGH HOLES IN BASE PLATES TO ACCURATELY HANDRAIL DETAILS. UST THIS LOCATE BOLT LOCATIONS ON CONCRETE DECK SHEET FOR MOUNTING AND 4 REMOVE RAILING SECTION AND REPEAT DOWN THE LINE UNTIL ALL ANCHORING T2_9_9 THE HOLES ARE LOCATED 5 CORE DRILL HOLES TO DESIRED DEPTH AND REMOVE CORES 6 REPLACE FIRST PEDESTRIAN RAILING SECTION t6llAS,E THIS SHEET FOR 7.SHIM BASE PLATES WITH 2"X 2'X **' STEEL SHIMS DIRECTLY PLATE DETAILS UNDER PIPE STANDARD TO ATTAIN A GROUT THICKNESS OF )6- 6' ADJUST SHIM THICKNESSES TO OBTAIN A TRUE HORIZONTAL TOP RAIL WITHOUT BENDING THE RAILING SYSTEM SHIMS SHALL BE GALVANIZED STEEL PLATE OR A304 STAINLESS B.WITH RAILING SECTION IN PLACE INSERT ANCHOR BOLTS AND e TIGHTEN AS PER MANUFACTURERS SPECIFICATIONS CHECK RAILING FOR BEING HORIZONTAL AND RAILING STANDARDS FOR i + PLUMBNESS PRIOR TO TIGHTENING ANCHOR BOLTS AND GROUTING BASE PLATES 3zCEMENT CONCRETE SIDEWALK WITH THICKI]JFD EDGE 114712' CITY OF KENT 12' ENGINEERING DEPARTMENT '� HANDRAIL BASE PLATE I wICENT MOUNTING DETAIL N DESIGNED SCALE NONE STANDARD PLAN DRAWN DETAIL DHED ED DAIS Q GNER APPROVED MATCH POIN CEMENT CONCRETE SIDEWALK SEAL JOINTS POINT WITH THICKENED EDGE WITH AR400( #4 ASHHALT a '° ° ° ° — EXISTING ° e 'd° 3LE ROUTE ASPHALT/CONC a , a z o PAVEMENT OR ING SURFAC � o z AN F-45.1 Qo z a = Q 12 o u 4 Q 12 SAWCUT N ASPHAL n A 1 147 `V SIDEWALK WITH THICKENED EDGE DETAIL NOT TO SCALE ADDENDUM N0. 1 AND GUTTER z 6" N c , X a ° = EXIST CON CR #4 n , #4 PAVEMENT (T 4 ,6 d ° #4 @ 18" SAWCUT (TYF ALL JOINTS) 1 1 20 t-�-2" MIN. 24" DEPTH C N DENSITY FILL PROVIDE 2" MIN. 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LaPorte, P E Public Works Director 400 West Gowe Kent, WA 98032 �- KENT Fax 253-856-6500 WA5HINGTON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON SE 256th Street Improvements (Kent Kangley Road - 116th Avenue SE) Project Number: 09-3012C ADDENDUM No. 2 May 28, 2013 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5035 1-10.5(2) I59 500 Sequential Arrow Sign $ $ WSDOT HOURS Per HR Page 45 - Bid Summary REVISE the bid summary as follows and use attached revised page: TOTAL BASE BID AMOUNT (Schedule i - VIII, and Schedule IX-XI) 3 C c v Y V 3 3 0 MAYOR SUZETTE COOKE II — KENT SPECIAL PROVISIONS Page 7-2 — Section 7-04.5 — Payment REVISE the following payment items description as reflected below: "Storm Sewer Pipe, 12 Inch Diameter" "Storm Sewer Pipe, 18 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable mate~"' ,.,,^. vat efg, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. Page 7-17 — Section 7-09.5 — Payment REVISE the following payment items description as reflected below: "6 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" "8 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" "12 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; suitable ....ateFial excavatien, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings (e.g., reducer, bend, spool, adapter, sleeve, tee, flange, plug), cement concrete thrust blocking (horizontal and vertical), dead man blocking, risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. "6 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" "8 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" "12 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the restrained Joint pipe at the locations shown on the plans and described in the specifications. The bid item price includes but not limited to: trench excavation; unsuitable Fnat,.Fials exec at en, hauling, and disposal at an approved off-site facility; dewatering; backfill and compaction (when native material is to be used); surface restoration and cleanup. The bid price shall also include fittings (i.e., bends, tees, reducers, adapters, crosses flanges); horizontal and vertical thrust blocking as called out on the plans, restrained Joint pipe fitting, shackle rods, turnbuckles, rebar, risers, elbows, disinfecting, flushing, testing, dechlorinating the discharge water, temporary blowoffs, tapping and corporation stops required for 2 testing, and additional costs for overtime work when working on weekends. Field locking gaskets will not be accepted as a restraining method. Page 7-27 — Section 7-15.5 — Payment ADD the following sentence to the end of payment item "8 Inch Compound Meter Assembly:" The unit contract price per each for "8 Inch Compound Meter Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of the 8" OMNI CZ compound meter assembly including, but not limited to excavation, bedding, meter supports, ductile iron pipe, pipe fittings and adaptors, gate valves, utility vault 5106-LA, connection to the service lateral, connection to the customer's service line, testing, flushing, and disinfection. It is anticipated that two shutdowns of the system will be necessary for installation. Nighttime work shall be anticipated to accomplish this. This bid item also includes removing the existing water mains and valve; removing the existing valve cap or tee cap, and plugging the tee; and removing the existing meter and vault, and returning the meter assembly to the City Shops. Page 7-31 — Section 7-17.5 — Payment REVISE the following payment items as reflected below: "Ductile Iron Sewer Pipe, 8 Inch Diameter Class 52 (Epoxy Lined)" "PVC Sewer Pipe, 8 Inch Diameter" "PVC Sewer Pipe, 12 Inch Diameter" "PVC Sewer Pipe, 16 Inch Diameter" "PVC Sewer Pipe, 21 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitabre ..-.-.F..rial exec tH)i, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on other than normal working hours, and any sewage bypass systems used. END OF ADDENDUM No. 2 ('/ )!Z4. 5-ae-/3 Chad Bieren, P.E. Date City Engineer Attachments: Bid Summary 3 BID SUMMARY Schedule I Schedule II Schedule III Schedule IV Schedule IV A Schedule V Schedule VI Schedule VII Schedule VIII Schedule Vill ,. Schedule IX Schedule X Schedule XI TOTAL BASE BID AMOUNT (Schedule I- VIII, and Schedule IX-XI) Schedule VIII Alternate A TOTAL (Base Bid + VIII Alternate A) Schedule VIII Alternate B TOTAL i (Base Bid + VIII Alternate B) i i i i SE 256" St Improvements/Madfai 45 May 28, 2013 Project Number. 09-3012C TAB INDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Special Details Tab 8 Metro Transit Standard Plans Tab 9 New Water Main Connection Procedures Tab 10 Traffic Control Plans Tab 11 Geotechnical Report Tab 12 Project Signs Tab 13 Prevailing Wage Rates d i CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR SE 256th Street Improvements (Kent Kangley Road - 116th Avenue SE) Project Number: 09-3012C BIDS ACCEPTED UNTIL i May 29, 2013 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 3. LAPORTE, P.E. PUBLIC WORKS DIRECTORa1c>'f Jjq 2 31779 ll KENT WASHINGTON f'^Goodfellow Bros., Inc. F� BIDDER'S NAME srt REVISED PER ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 256t" Street Improvements ( Kent Kangley Road - 116th Avenue SE) Project Number: 09-3012C BIDS ACCEPTED UNTIL May 29, 2013 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY ]. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT WASH ] NOTO N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Information for Bidders Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Special Details Metro Transit Standard Plans CenturyLink - SE 256th Design Plans Comcast - SE 256th Design Plans New Water Main Connection Procedures Traffic Control Plans Geotechnical Report Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through May 29, 2013 up to 10:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 10:00 a.m. for the City of Kent project named as follows: SE 256th Street Improvements (Kent Kangley Road — 1161h Avenue SE) Project Number: 09-3012C The project consists of widening approximately 3,400 lineal feet of SE 256"' Street from Kent Kangley Road (SR 516) to 116th Avenue SE, from the existing two lanes to a three-lane roadway; including power undergrounding, curb, gutter, sidewalk, bicycle lanes, street lighting and limited water and sewer work. Approximately 3,600 linear feet of storm pipe as well as storm pond modifications is also included, along with approximately 7,500 tons of asphalt pavement, 5,750 linear feet of cement concrete curb and gutter, 4,785 square yards of cement concrete sidewalk and driveway and 7,450 tons of crushed surfacing. The Engineer's estimated range for this project is approximately $5.4 - $6.0 million. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Granville Horn at (253) 856- 5529. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 91h day of May, 2013. BY: 1•Zonald F. K6ore, City Clerk Published in Kent Reporter on May 17, 2013 Daily Journal of Commerce on May 14 and 21, 2013 t t f I G E CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date May 29, 2013 This statement relates to a proposed contract with the City of Kent named SE 256th Street Improvements (Kent Kangley Road - 116th Avenue SE) Project Number: 09-3012C I am the undersigned bidder or prospective contractor. I represent that - 1. I X have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Goodfellow Bros , Inc NAME OF BIDDE BY: 4 at e le \J Lane Shinnick, Region Manager P. O. Box 1419 Maple Valley, WA 98038 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) SE 256`"St. Improvements/Madfai 1 May 9, 2013 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, It will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing W29thday the fiv requirements referenced above. Dated thisMa , 2013. By: FOr: Title: Lane Shinnick, Region Manager Date: May 29, 2013 SE 25Vh St. Improvements(Madfai 2 May 9, 2013 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POL CY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. SE 2561'St. Improvements/Madfaf 3 May 9, 2013 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as SE 2561h Street Improvements (Kent Kangley Road — 1161h Avenue SE)/Project Number: 09-3012C that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. Dated this day of 12013. By: For: Tale: Date: SE 256`h St. Improvements/Madfai 4 May 9, 2013 INFORMATION FOR BIDDERS _ Also see the WSDOT Standard Specifications for additional information. 1. Alternate Bids The City will consider alternate bids for the center median portion of the project. The bidding proposal on this project requires the bidder to submit a base bid and a bid for each alternate. Bid Proposal The bid proposal is comprised of the following parts: Base bid (the total of Schedule I through Schedule VIII, and Schedule IX through Schedule XI), and Schedule VIII Alternate A and Schedule VIII Alternate B. Schedule VIII Alternate A Schedule VIII Alternate A is based on center medians with plants and irrigation systems. The bid items for Schedule VIII Alternate A as listed in the bid proposal. Schedule VIII Alternate B Schedule VIII Alternate B is based on a center median filled with bricks. 2. Biddinq Procedures The bidder shall submit a price on each and every item of work included in the base bid and for each alternate. The City will select the alternate at the time of the Contract Award. SE 256"'St Improvements/Madfai 5 May 21, 2013 Project Number, 09-3012C PROPOSAL To the City Clerk City Hall Kent, Washington 98032 oil _ s Goodfellow Bros., Inc. The undersigned hereby certifies that .y 4 has examined the ]ob site and construction details of the work as outlined on the plans and described in the specifications for the pro3ect named SE 256th Street Improvements (Kent Kangley Road — 116th Avenue SE)/Project Number: 09- 3012C for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. SE 2561h St Improvements/Madfai 6 May 21, 2013 Project Number* 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO_ NO, QUANTITY PRICE AMOUNT _ 1000 1-09.7 1 Mobilization $ bLL 7)PS-0 $ WSDOT LUMP SUM Per LS 1001 8-37.5 1 Field Trailer $ �D, $�p� 00� od KSP LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ /0o,0cO-00$ WSDOT LUMP SUM Per LS 1006 2-02.5 3 Remove and Dispose of $ (yam°D $ KSP EACH Existing Guard Post Per EA 1007 2-02.5 2 Remove and Dispose of $ 200. p° $ DU, ao KSP EACH Boulder at STA 26+70 and Per EA STA 27+12 1010 2-02.5 8,000 Remove Existing Asphalt $ °D $ �52- Dpo, o0 KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 1,200 Remove Existing Cement $ 12 KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 300 Remove Cement Concrete $ /0 00 $ -3 Dov oa KSP SQ YDS Sidewalk Per SY 1025 2-02.5 650 Remove Cement Concrete $ 5 °a $ /J 15D KSP LN FT Curb and Gutter Per LF 1030 2-02.5 300 Remove Cement Concrete $ Z Od $ L'�qpD os KSP LN FT Extruded Curb Per LF SE 2561" St. Improvements/Madfai 7 May 21, 2013 Project Number 09-3012C 'SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE._ AMOUNT 1035 2-02.5 500 Removal of Traffic Islands $ oD $ KSP LN FT and/or Traffic Curb Per LF 1040 8-09.5 1 Removal of Raised Pavement $/0,000. p° $ KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 1045 8-21.5 29 Traffic Sign Relocation $Zpp, °a $ KSP EACH Per EA 1047 8-21.5 1 Removal of Traffic Signs $/, 000.°' $ !, 000. °U KSP LUMP SUM Per LS 1050 2-02.5 1,100 Saw Cut Existing Asphalt $ /. r5 $ /� 2zo 60 KSP LN FT Concrete Pavement Per LF 1055 2-02.5 1,600 Saw Cut Existing Cement $ E °D $ 1 a, SoD. °O * KSP LN Ff Concrete Pavement Per LF 1060 2-03.5 8,200 Roadway Excavation Incl. $ )0J 5-1 $ J59[, 00CW - WSDOT CU YDS Haul Per CY 1061 2-03.5 100 Roadway Excavation Incl. $,1,5. as $ o0 WSDOT CU YDS Haul - Area 1 Per CY 1063 2-03.5 180 Roadway Excavation Incl. $35j°D $ �� u00 oa WSDOT CU YDS Haul - Area 2 Per CY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256"' St Improvements/Madfai 8 May 21, 2013 Project Number. 09-3012C + SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 1065 2-03.5 850 Unsuitable Foundation $ /Co Oa $ ! CvOO WSDOT CU YDS Excavation Incl. Haul Per CY 1070 2-12.5 12,000 Geotextile Fabric, Non-Woven $ / -7 5 $ 1,060, pD KSP SQ YDS Per SY 1075 4-03.5 10,000 Gravel Borrow, Including Haul $a $a�� * KSP TONS and Compaction Per TON ($2.50 Min) 1080 4-04.5 3,400 Crushed Surfacing Top $ 4 �—°a $ $57/-ODD. " * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 2,500 Crushed Surfacing Base $ gyp, °D $ SO, ppV KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 5,000 HMA Class 1/2", PG 64-22 $ bi�p $ �{ O o00•� KSP TONS Per TON 1100 5-04.5 2,600 HMA for Full Width Overlay, $ $ J T-i W D m KSP TONS Class 1/2", PG 64-22 Per TON 1105 5-04.5 800 HMA Cl. 3/8", PG 64-22 $ 12—m $ (ySfLo5k� WSDOT TONS Per TON ab 00 1106 5-04.5 40 HMA for Pavement Repair $ �U• $ WSDOT TONS CI. 1/2", PG 64-22 Per TON * The description of this bid item is identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 25614 St. Improvements/Madfai 9 May 21, 2013 Project Number. 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL lNC-_ . NO QUANTITY P_RICF _ __ AMOUNT 1110 5-04.5 5,700 Planing Bituminous Pavement $ ?5.5b $ /g Glsz) KSP SQ YDS Per SY 1115 5-04.5 17,000 Pavement Fabric $ -t cm $ �7 Epp,•� KSP SQ YDS Reinforcement Per SY 1120 2-09.5 250 Control Density Fill $ Iro, $ a�b001a * WSDOT CU YDS Per CY 1125 5-04.5 50020 Cold Plant Mix for Temporary $ 115. oi, $ * KSP TONS Pavement Patch Per TON 1130 5-01.5 3,200 Sealing Transverse and $ -6 5a $ WSDOT LN FT Longitudinal Joints Per LF 1132 5-01.5 1,500 Sealing Existing Concrete $ (0.°° $ WSDOT LN FT Random Crack Per LF 1135 8-06.5 185 Modified Cement Concrete $ qS °D $ KSP SQ YDS Driveway, 8 Inch Depth, Per SY Reinforced 1140 8-06.5 1,100 Cement Concrete Driveway, $r'15 $ 1041SDD. * KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1141 8-06.5 100 Exposed Aggregate Cement $ --4-a.oa $-q C)CO, ad KSP SQ YDS Concrete Driveway Slab - Per SY 6" Depth * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561"St. Improvements/Madfai 10 May 21, 2013 Project Number: 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL - NO, - NO, QUANTTTY — PRICE AMOUNT - 1145 8-14.5 31600 Cement Concrete Sidewalk $ 3c6 $ 13 (,,1c0, ' KSP SQ YDS Per SY 1146 8-14.5 225 Cement Concrete Sidewalk $ 5 D $ KSP SQ YDS with Raised Back Per SY 1147 8-14.5 350 Cement Concrete Sidewalk $ rj13 °b $ 0�0,300,D' KSP SQ YDS with Thickened Edge Per SY 1150 8-04.5 350 Precast Concrete Dual Faced $ ()a $ �,�Lb• °' KSP LN FT Sloped Mountable Curb - Per LF 12 Inch Wide 1180 8-14.5 46 6 Cement Concrete Sidewalk $ Iia00-, $ KSP EACH Ramp Type 1 Per EA 1200 8-14.5 610 Cement Concrete Sidewalk $ I, 300 $ OOD.'J KSP EACH Ramp Type 2 Per EA 1205 8-04.5 71700 Cement Concrete Curb and $ ��{ vD $ KSP LN FT Gutter Per LF 1210 8-04.5 400 Cement Concrete Extruded $ �a1 $ S aDo- KSP LN FT Curb Per LF 1220 7-05.5 3 Adjust Existing Catch Basin $ 3S-D °D $ J/ KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade * The description of this bid item is identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561h St. Improvements/Madfai 11 May 21, 2013 Project Number* 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL _ to. ^!S). Ql1ANTITY PRICE _ _ AMOUNT 1225 7-05.5 26 Adjust Existing Manhole Cover $ q6b.°D $ KSP EACH to Finished Grade Per EA 1227 7-05.5 - 4 Rotate Existing Manhole $ 00 $ �, 410o. KSP EACH Cover Per EA 1230 7-12,5 -2 20 Adjust Existing Valve Box Top $ 'D $ 6-,- Sp 6, KSP EACH Section and Lid to Finished Per EA Grade 1240 8-20.5 5 Adjust Existing Junction Box $ o? 40 $ 1, 3 :;%S7 °O KSP EACH to Finished Grade Per EA 1245 8-13.5 1 Adjusting Existing Monument, $ $ 0-4,5 KSP EACH Case and Cover to Finished Per EA Grade 1250 8-13.5 1 Install New Monument, Case $ $ KSP EACH and Cover to Finished Grade Per EA 1255 8-12.5 300 Remove/Relocate/Restore $ 2.2. $ �� CvdD ov KSP LN FT Wood Fence Per LF 1260 8-12.5 1,400 Remove and Relocate Wire $a? 5� $ KSP LN FT Fence Per LF 1265 8-12.5 600 Remove and Restore Fence $ 1106 $ jam, (000 as KSP LN FT Per LF 1266 8-12.5 65 Chain Link Fence, $ 4-2- da $ 2 -,730, 6� KSP LN FT Type 3 (6'High) Per LF SE 2561" St. Improvements/Madfai 12 May 21, 2013 Project Number 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL —NO. NO. QUANTITY PRICE AMOUNT 1270 8-12.5 1,700 Temporary Security Fencing $ �S, Ob $ KSP LN FT Per LF 1275 8-19.5 50 Install Cedar Fence, $ 42 oa $ KSP LN FT 6' High Per LF 1280 8-12.5 1,400 Remove Existing 6' Chain Link $ Lop, p° $ KSP LN FT Fence and Install Ornamental Per LF Steel Fence with Double Gate 1285 8-18.5 13 Mailbox Support, Type 1 $.300. °' $ WSDOT EACH Per EA 1290 8-18.5 9 Remove and Reset Existing $ $ Epp m KSP EACH Mailbox Per EA 1295 8-27.5 300 350 Handrail $ /as $ KSP LN FT Per LF 1300 8-24.5 3,500 Gravity Block Retaining Wall $ :?57 $ S-7/ KSP SQ FT WALL 4 Foot and Less in Height Per SFWF FACE 1305 8-24.5 2,800 Gravity Block Retaining Wall $ aCP.00 $ 77, a KSP SQ FT WALL Greater Than 4 Foot in Height Per SFWF FACE 1306 2-02.5 500 Remove Existing Block Wall $ s $ b 0S-D °' KSP SQ FT Per SF 1307 2-02.5 1,500 Remove and Dispose of $ a. 5-D $ 01 KSP SQ FT Existing Rockery Per SF SE 2561'St Improvements/Madfai 13 May 21, 2013 Project Number 09-3012C SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY_ PRISE_ AMOUNT 1315 8-28.5 100 Pothole Utilities $ 10.57°a $ KSP EACH Per EA 1320 8-30.5 2 Project Sign $ S-oo $ /� ppp, 00 KSP EACH Per EA 1330 2-07.5 1,000 Watering $ as--oa $ '2 X m KSP HOURS Per HR 1340 2-02.5 400 Asbestos Pipe Removal and $ /S-'o $ �pv o0 KSP LN FT Disposal Per LF 1345 2-13.5 1 Contaminated Soil Excavation, $50,000 00** $50,000.00 KSP FORCE Testing, Transportation and Per FA ACCOUNT Disposal **Common price to all bidders 1355 1-04.4(1) 1 Minor Changes $15,000.00** $15,000.00 WSDOT CALC Per CALC **Common price to all bidders 1360 2-02.5 1 Relocate Existing Business $ '45-b.°° $ -4-5-V o� KSP LUMP SUM Sign at STA 17+10 Per LS 1365 2-02.5 10 Remove Existing Boulder $3pD O° $ 3 000, d' KSP EACH 6 Ton or Larger Per EA a Schedule I Total $ SE 256'h St. Improvements/Madfai 14 May 21, 2013 Project Number, 09-3012C SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO, QUANTITY P_RTCE AMOUNT 2000 7-09.5 2 6 Inch Connection to $ l,aoO.°a $ KSP EACH Existing Water Main Per EA 2005 7-09.5 612 8 Inch Connection to $ /, Z/Oet G° $ /te, 600, KSP EACH Existing Water Main Per EA 2010 7-09.5 360 6 Inch Diameter Ductile Iron, $ 5-O. o0 $ KSP LN FT Cl 52 Water Main Pipe Per LF 2015 7-09.5 20 6 Inch Diameter Ductile Iron, $ //D, oa $ a ao0 00 KSP LN FT CI 52 Restrained Joint Water Per LF Main Pipe 2025 7-09.5 1-99160 8 Inch Diameter Ductile $-4o °D $ 1112-00 °O KSP LN FT Iron, CI 52 Water Main Pipe Per LF 2030 7-09.5 100 8 Inch Diameter Ductile Iron, $ 52. z' $ g�2bp. ee KSP LN FT Cl 52 Restrained Joint Water Per LF Main Pipe 2035 7-09.5 206 12 Inch Diameter Ductile $ $SOD $ /,-7/ b° KSP LN FT Iron, CI 52 Water Main Pipe Per LF 2040 7-09.5 60 12 Inch Diameter Ductile $ //Soa $ &,JDO °O KSP LN FT Iron, Cl 52 Restrained Joint Per LF Water Main Pipe 2045 7-12.5 7 8Inch Gate Valve MI x FL or $ /,(obb.p7' $ //1ZOp °O KSP EACH MI x MJ or FL x FL Per EA 2060 7-12.5 22 Replace Existing Valve Box $ (00p °a $ KSP EACH Top Section and Lid Per EA SE 2561" St. Improvements/Madfai 15 May 21, 2013 Project Number* 09-3012C SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2080 7-14.5 10 Hydrant Assembly $-1/ lxD.°D $ -4(11dDD." KSP EACH Per EA 2100 7-14.5 1 Resetting Existing Hydrants $ 155�70. $ 4 S-D)0. ° KSP EACH Per EA 2101 7-12.5 2 2 Inch Air Release Valve and $ 41-100zt� KSP EACH Chamber Per EA 2105 7-15.5 19 Abandon Existing Water $, 'D $(D oe KSP EACH Service Per EA 2110 7-09.5 1 Abandon Existing Water Main $ 2,000® $Z,0oo, °O KSP LUMP SUM Per LS 2115 7-15.5 19 Service Connection $ S'oa $ * KSP EACH 1 Inch Diameter Per EA 2145 7-15.5 450 Water Service Line $ 22. a' $ * KSP LN FT 1 Inch Diameter Per LF 2210 7-15.5 19 1 Inch Meter Setter $ 550 $ * KSP EACH Per EA 2220 7-15.5 19 Meter Box for Up to 1 Inch $ 20o, rx $ 5, wo, °-b * KSP EACH Diameter Service Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561^ St Improvements/Madfai 16 May 21, 2013 Project Number 09-3012C SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL ._NO. __ NO, QUANTITY,_ PRICE AMOUNT 2240 7-15.5 1 8 Inch Compound Meter $ 34o,1zD $ KSP EACH Assembly Per EA 2255 2-09.5 2,� Shoring or Extra Excavation $ /. ob $ * WSDOT 5,000 Class B Per SF SQ FT 2260 7-08.5 50 Foundation Material, Class I $ Z.cj av $ * KSP TONS and II Per TON 2275 7-08.5 150 Pipe Zone Bedding $ 2.2 0' $ �� 0 es * KSP TONS Per TON 2285 7-08.5 1,000 Gravel Borrow for Trench $a. $ a Sip,oa * KSP TONS Backfill Per TON 2295 2-02.5 50 Saw Cut Existing Cement $ 0.0r> $L/pp.0� * KSP LN FT Concrete Pavement Per LF 2300 2-09.5 150 Control Density Fill $/Ov bb $ * WSDOT CU YDS Per CY 2305 5-04.5 5 Cold Plant Mix for Temporary $ /l�� $ * KSP TONS Pavement Patch Per TON 2310 7-15.5 19 Remove Existing Water Meter $ /5-0 ov $ 2� $Sa oa KSP EACH Box Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256" St. Improvements/Madfai 17 May 21, 2013 Project Number. 09-3012C SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT Sub Total $ e4i a- � 9.50/o WA State Sales Tax $ 0-&, y 5--� c$ Schedule II Total $ 300, SE 256`"St. Improvements/Madfai 18 May 21, 2013 Project Number 09-3012C SCHEDULE III - METRO BUS FACILITIES ITEM SECTION APPROX. ITEM UNIT TOTAL _NO, NO- QUANTITY PRICE AMOUNT 3000 6-02.5 6 METRO Bus Landing Pad and $ S, S(o � $ 2✓3rpbC� od KSP EACH Shelter Per EA Schedule III Total s 33 000 . ca SE 256th St. Improvements/Madfai 19 May 21, 2013 Project Number 09-3012C SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QIIANTTTY PRICE. AMOUNT 4015 7-04.5 3,400 Storm Sewer Pipe, $'7 iO.OD $ 13Co, ppa oa KSP LN FT 12 Inch Diameter Per LF 4025 7-04.5 900 Storm Sewer Pipe, $ 58 0-6 $ 57,Zov." KSP LN FT 18 Inch Diameter Per LF 4075 7-05.5 5 12" Manhole Barrel Section $ $ 0,5-z)0. °S KSP EACH Per EA Per EA 4080 7-05.5 28 Catch Basin, Type 1 $ ('V0. $ KSP EACH Per EA 4085 7-05.5 6 Catch Basin, Type 2 $ 4 5oQ $ rJ 6Da " KSP EACH 48 Inch Diameter Per EA 4090 7-05.5 2 Tti_., r-. Fb liglet Frame and $ �o�5-°D $ 7i 3 30) co KSP EACH Grate Concrete Inlet Per EA 4115 7-05.5 29 Bolt Down Catch Basin $ Low' $ KSP EACH Frame and Grate Per EA 4135 2-02.5 2,000 Remove Existing Storm Sewer $ l� as $3� �Om KSP LN FT Pipe or Culvert Per LF 4140 7-08.5 -2 15 Abandon Existing Storm $ 95b. It, $ I, 7-3-0. KSP EACH Sevier Pipe Per EA 4150 2-02.5 8 Remove Existing Type 1 $ BOO xv $ Loop as KSP EACH Catch Basin Per EA SE 256`"St. Improvements/Madfai 20 May 21, 2013 Pro3ect Number: 09-3012C SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4151 2-02.5 3 Remove Existing Type 2 $ --7D0 $ KSP EACH Catch Basin Per EA 4155 2-09.5 17,000 Shoring or Extra Excavation $ /. OD $ /�, poo 40 * WSDOT SQ FT Class B Per SF 4160 7-08.5 600 Foundation Material, $ 2`I °D $ /7 , 4/00.'' * KSP TONS Class I and II Per TON 4175 7-08.5 2,300 Pipe Zone Bedding $ OZ. oo $ Sot &op,oc * KSP TONS Per TON 4185 7-08.5 398 2,000 Gravel Borrow for Trench $ a s0 $ * KSP TONS Backfill Per TON ($2.50 Min) 4190 2-09.5 100 Control Density Fill $ /00,m * WSDOT CU YDS Per CY ` 4195 2-02.5 650 Saw Cut Existing Cement $ ?. °D $ S,2d 0. * KSP LN FT Concrete Pavement Per LF 4210 7-04.5 2 Trash Rack for 18 Inch $ 4SD.*' $ 00, °' KSP EACH Diameter Pipe Per EA 42-15 7 95.5 33 Therffieplastfe Storm Drain $ $ KS-P EACH Stenciling het= EA * The description of this bid item is identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256`h St Improvements/Madfai 21 May 21, 2013 Project Number; 09-3012C SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO, _ NO. (QUANTITY PRICE AMOUNT 4485 7-05.5 5 Locking Manhole Frame and $ -:700. $ '31 S—O0. * KSP EACH Cover Per EA 4490 7-04.5 1 Stream Bypass $3,500.00** $3f500.00 KSP FORCE Per FA ACCOUNT **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $ SE 256t' St Improvements(Madfat 22 May 21, 2013 Pro3ect Number: 09-3012C SCHEDULE IV A - STORM PONDS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. _ NO. QUANTITY PRxCE AMOUNT 4091A 7-05.5 2 Flow Control Structure, $ 312-00.01, $ &1400.a KSP EACH Type 2 54 Inch Diameter Per EA 412SA 7-95.5 -2 54 ineh Debiafs Gage KS-P EACH Per EA 4170A 8-15.5 400 Quarry Spalls $ 3,5-tl° $ /4; DOO.b° * WSDOT TONS Per TON 4187A 2-03.5 8,800 Stormwater Pond Excavation, $ $ 2,00, a' KSP CU YDS Incl. Haul Per CY 4200A 8-06.5 175 Cement Concrete Driveway, $ ,-'1$- °a $ f Lv, (Pa .06 * KSP SQ YDS 8 Inch Depth, Reinforced Per SY 4225A 8-12.5 11600 Vinyl Coated Chain Link $ 22- °' $ KSP LN FT Fence, Type 3 (6' High) Per LF �S,ZDU. 4230A 8-02.5 1 West Storm Pond Wetland $ 55,000•'° $ 5-5-, oao" KSP LUMP SUM Cell Planting Per LS 4235A 8-02.5 1 East Storm Pond Wetland Cell $ 3��0� $ ,Obb .O6 KSP LUMP SUM Planting Per LS 449-GA 7 945 } StFearn Bypass $3 500 002'A $3 500 00 KASP T )RGE Per AGCOUN "Gommeff-i3fiee to a" biddeFS * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256th St. Improvements/Madfai 23 May 21, 2013 Project Number 09-3012C SCHEDULE IV A - STORM PONDS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule IV A Total $ SE 2561h St Improvements/Madfai 24 May 21, 2013 Project Number 09-3012C SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL _ NO. NO*--- QUANTITY PRICE AMOUNT 5005 1-10.5 11909 Traffic Control Labor $ D DI $ g0.450 KSP 8,000 Per HR HOURS 5010 1-10.5 300 Construction Signs Class A $ /$, d6 $ �5¢470. °C WSDOT SQ FT Per SF 5015 1-10.5 2- 9 2,400 Traffic Control Supervisor $ O o/ $ a4 CO KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 2, Zaoo,ca $ 2, (oO0- KSP LUMP SUM Devices Per LS 5030 1-10.5 6$ 80 Portable Changeable Message $ ADD. $ KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5(2) 500 Sequential Arrow Sign $ `4•Sn $ 3, 7,57P. WSDOT HOURS Per HR 5060 1-10.5 6 Type III Barricade $ -q0v $ L-2,1-/40• °a KSP EACH Per EA 5080 8-23.5 6,700 Temporary Pavement Marking $O. �0 $ Lo`-7-0 o. WSDOT LN FT Per LF 5090 8-21.5 1 Permanent Signing $ 5,2 d° $ S, po,°°0D WSDOT LUMP SUM Per LS 5100 8-22.5 7,600 Plastic White Edge Line $ / ID $ 3�00 ae KSP LN FT Per LF SE 2561h St. Improvements/Madfai 25 May 22, 2013 Project Number: 09-3012C SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL - NO, _--NO. QUAN-i iTY - - ?RICE AMOUN _- --- 5101 8-22.5 700 Plastic Yellow Line $ $ KSP LN FT Per LF 5102 8-22.5 625 Plastic Wide Line $ - 2° $ KSP LN FT Per LF 5103 8-22.5 428 Plastic Drop Lane Line $ /• 3c� $ 55Lo•90 KSP LN FT Per LF 5105 8-22.5 11200 Plastic Double Yellow Center $ -)• I e 0 $ KSP LN FT Line Per LF 5110 8-22.5 6,200 Plastic Two Way Left Turn $ /. 30 $ g pzoo.� KSP LN FT Line Per LF 5115 8-22.5 150 Plastic Stop Line $ 3 .85 $ S oa WSDOT LN FT Per LF 5120 8-22.5 500 Plastic Crosswalk Line $4. 80 $ WSDOT SQ FT Per SF 5125 8-22.5 25 Plastic Traffic Arrow $ /Od. 00 $ WSDOT EACH Per EA 5130 8-22.5 16 Plastic Bicycle Lane Symbol $ 90. 'D $ I, WSDOT EACH Per EA 5135 8-22.5 16 Plastic ONLY Marking $ 40 oD $ (040• as KSP EACH Per EA SE 2561^St. Improvements/Madfa1 26 May 21, 2013 Project Number* 09-3012C SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL N0. "A0. QUANTITY- - - PRICE -- AMOUNT Schedule V Total $ SE 256`" St Improvements/Madfai 27 May 21, 2013 Project Number 09-3012C SCHEDULE VI - JOINT UNDERGROUND UTILITY TRENCH ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 6010 8-32.5 650 Joint Utility Trench $ 2-2 °' $ 1--4.3e�v 00 KSP LN FT (2 Ft. Wide, 3 Ft. Cover) Per LF 6012 8-32.5 950 Joint Utility Trench $ ;2a. * KSP LN FT (3 Ft. Wide, 3 Ft. Cover) Per LF 6014 8-32.5 3,200 Joint Utility Trench $ a& p° $ g 2Co KSP LN FT (4 Ft. Wide, 3 Ft. Cover) Per LF 6015 4-04.5 150 Crushed Surfacing Top $ P?�" 0° $3,45p '• * KSP TONS Course, 5/8 Inch Minus Per TON 6027 8-32.5 1 PSE - Vault Excavation and $ /, 200 $ KSP EACH Installation (507) Per EA 6028 8-32.5 1 PSE - Vault Excavation and $&'no. $ (opp, 00 KSP EACH Installation (504) Per EA 6029 8-32.5 6 PSE - Vault Excavation and $4-DD. ib $ -�21 4100. °O KSP EACH Installation (3642) Per EA 6030 8-32.5 4 PSE - Vault Excavation and $ 2,5-O7 $ /D,ppd°° KSP EACH Installation (5106) Per EA 6031 8-32.5 10 PSE - Vault Excavation and $ it jDo- KSP EACH Installation (575) Per EA * The description of this bid item is identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561" St. Improvements/Madfai 28 May 21, 2013 Project Number. 09-3012C SCHEDULE VI - JOINT UNDERGROUND UTILITY TRENCH ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6032 8-32.5 1 PSE - Vault Excavation and $400• �D $ KSP EACH Installation (233) Per EA 6033 8-32.5 2 PSE - Vault Excavation and $ 30D D6 $ (per '• KSP EACH Installation (3030) Per EA 6034 8-32.5 9 PSE - Vault Excavation and $ 300 $ 0, °• KSP EACH Installation (13" x 2411) Per EA � oa 6036 8-32.5 11400 Sand for Conduit Bedding $ $ 22-,4e,10• * KSP TONS Per TON 6040 8-32.5 11900 PSE - Installation and $ -3 k $ s '�_Dp,°' * KSP LN FT Proofing of 2 Inch Diameter Per LF PSE Conduit 6041 8-32.5 900 PSE - Installation and $ �J 5n $3,(S0.°` KSP LN FT Proofing of 3 Inch Diameter Per LF PSE Conduit 6042 8-32.5 8,800 PSE - Installation and $ $ 25-1 gyp.^ * KSP LN FT Proofing of 4 Inch Diameter Per LF PSE Conduit 6043 8-32.5 6,350 PSE - Installation and 50 $ a$ 5-75 CLI * KSP LN FT Proofing of 6 Inch Diameter Per LF PSE Conduit 6045 7-08.5 800 Foundation Material °" aop °d * KSP TONS Class I and II Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256a'St. Improvements/Madfai 29 May 21, 2013 Proiect Number: 09-3012C SCHEDULE VI - JOINT UNDERGROUND UTILITY TRENCH ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6051 8-32.5 3 Comcast - Vault Excavation $ 900• , $ KSP EACH and Installation (253-LA) Per EA 6055 8-32.5 800 Comcast - Installation and $ 3 , $ 0, Z/00. KSP LN FT Proofing of 2 Inch Diameter Per LF Comcast Conduit 6056 8-32.5 13,000 Comcast - Installation and $ LJ as $ 61;?0 ooc" * KSP LN FT Proofing of 4 Inch Diameter Per LF Comcast Conduit 6060 8-32.5 6 CenturyLink - Vault $900, ° $ 5-T40D. KSP EACH Excavation and Installation Per EA (264 TA) 6061 8-32.5 2 CenturyLink - Vault $ a 400 O° $.41 KSP EACH Excavation and Installation Per EA (467 TA) 6065 8-32.5 100 CenturyLink - Installation and $ oD $ 700p KSP LN FT Proofing of 2 Inch Diameter Per LF CenturyLink Conduit 6066 8-32.5 9,100 CenturyLink - Installation and $ 4 zw $ 3(p,I-Db ;k KSP LN FT Proofing of 4 Inch Diameter Per LF CenturyLink Conduit 6085 7-08.5 3,800 Gravel Borrow for Trench $ of SD $ Gj��p m * KSP TONS Backfill Per TON 6155 2-09.5 6,600 Shoring or Extra Excavation $ / ° ' $& (Ppp o. * WSDOT SQ Fi Class B Per SF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items w!th identical bid item descriptions reflect the same unit price. SE 256`^ St Improvements/Madfai 30 May 21, 2013 Protect Number. 09-3012C SCHEDULE VI - JOINT UNDERGROUND UTILITY TRENCH ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT Sub Total $ 3 T-7, 8 �D•d6 9.5% WA State Sales Tax $ 2,7 b3S Schedule VI Total $ 4dtpf 8,$5 SE 256'St. Improvements/Madfai 31 May 21, 2013 Project Number: 09-3012C SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRYCE AMOUNT 7000 8-01.5 3,000 Seeding, Fertilizing, and $ / °D $ 4"00, KSP SQ YDS Mulching Per SY 7005 8-01.5 700 Filter Fabric Fence $ `J C)S $ �- -,a KSP LN FT Per LF 7010 8-01.5 11050 Wattle $ �' O° WSDOT LN FT Per LF 7015 8-01.5 4070 Inlet Protection $ `gyp ana $ !/ 9pp oe KSP EACH Per EA 7020 8-01.5 31800 Straw Mulch $ /. Sn $ rj,7DO. KSP SQ YDS Per SY 7025 8-01.5 31500 Clear Plastic Covering $ / 5741 $ KSP SQ YDS Per SY 7030 8 93-5 9GGESG Lead `.r $ K- P HOURS PeF H 7035 8-01.5 31900 Jute Matting for Erosion $off 5-b $ WSDOT SQ YDS Control Blanket Per SY 7055 8-01.5 1 Erosion/Water Pollution $25,000.00** $25,000.00 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 7060 8-01.5 1 Baker Tank $25 $2-5' - KSP FORCE $35,000'00** $35,000.00 ACCOUNT Per FA **Common price to all bidders SE 2561h St. improvements/Madfa1 32 May 21, 2013 Project Number 09-3012C SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. _ NO QUANTITY PRICE AMOUNT 7070 8-01.5 500 Street Cleaning $ aS $ /a, ADD. WSDOT HOURS Per HR 7075 8-01.5 13 Culvert Inlet Protection $ /O.5-4-0 $ KSP EACH Per EA 7080 8-15.5 10 Quarry Spalls $ '26'-pO $ 3✓� orb * WSDOT TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VII Total $ �D9, 0Idb SE 256t^ St Improvements/Madfai 33 May 21, 2013 Protect Number. 09-3012C SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. ^!O - C--IJANTITY PRICE - - -.AMOUNT 8000 8-02.5 136 Street Tree Planting and $ 45-0 0 $ (P/ ZOb,45 KSP EACH Staking Per EA 8005 8-02.5 1,100 Topsoil Type A $ Sb °n $ S�Dco•°' * KSP CU YDS Per CY 8010 8-02.5 3,200 Sod Installation $ (P D' $ J 1,ZOO.oG WSDOT SQ YDS Per SY 8015 8-02.5 250 Bark or Wood Chip Mulch $ 'fV C° $ /0 0Go Q' WSDOT CU YDS Per CY 8025 8-02.5 1 Wetland and Buffer $ /O,oOD $ /0,000 °e KSP LUMP SUM Enhancement Per LS 8030 8-02.5 1 Miscellaneous Landscape $10,000 00** $10,000.00 KSP FORCE Restoration Per FA ACCOUNT **Common price to all bidders 8035 8-03.5 1 Existing Irrigation System $8,000.00** $8,000.00 KSP FORCE Removal, Repair and/or Per FA ACCOUNT Modification **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VIII Total $ 1 73, 400 °6 SE 256"St Improvements/Madfai 34 May 21, 2013 Project Number, 09-3012C SCHEDULE VIII ALTERNATE A: Center Median - See Tab 1, Information for Bidders ITEM SECTION APPROX. ITEM UNIT TOTAL - NO.. NO. QUANTITY - PRICE AMOUNT 8000A 8-02.5 1 Median Planting $ a llooD ob $ a,/,00o KSP LUMP SUM Per LS 8005A 8-02.5 75 Topsoil Type A $ S-b , $ 3, SD •® * KSP CU YDS Per CY 8015A 7-15.5 2 Service Connection $ SOo $ Cot) a * KSP EACH 1 Inch Diameter Per EA 8025A 7-15.5 50 Water Service Line $aZa• Q' $ /,/DTI, o * KSP LN FT 1 Inch Diameter Per LF 8030A 7-15.5 2 1 Inch Meter Setter $ SS-o , $ 1, 100 c0 �(c KSP EACH Per EA 8035A 7-15.5 2 Meter Box for Up to 1 Inch $ aoO.V' $ '40a00 * KSP EACH Diameter Service Per EA 8055A 8-03.5 1 Irrigation System for Median $LPf 500 oo $ 5"2)D CO KSP LUMP SUM Islands Per LS 8060A 8-20.5 3 Junction Box, Type 1 $ 0?5 0 $ SD * KSP EACH Per EA 8065A 8-20.5 50 Supply and Install 2 Inch $ $ as-0 s' * KSP LN FT Diameter Schedule 80 PVC Per LF Conduit * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561" St. Improvements/Madfai 35 May 21, 2013 Project Number: 09-3012C SCHEDULE VIII ALTERNATE A: Center Median - See Tab 1, Information for Bidders ITEM SECTION APPROX. ITEM UNIT TOTAL —NO,—,— _NO. QUANTITY PRICE _ AMOUNT Schedule VIII A Total $ 3s, LSD. SE 256t' St Improvements/Madfai 36 May 21, 2013 Project Number. 09-3012C ' SCHEDULE VIII ALTERNATE B: Center Median — See Tab 1, Information for Bidders ITEM SECTION APPROX. ITEM UNIT TOTAL _ NO. NO, QUANTITY_ _ PRICE - AMOUNT 8005E 8-02.5 31000 Bricks for Center Median $ IS°D $4g pCD,� KSP SQ FT Per SF 8015E 4-03.5 150 Gravel Borrow, Including Haul $,,?S.t> $ * KSP TONS and Compaction Per TON 8020E 4-04.5 75 Crushed Surfacing Top 05-00 $ * KSP TONS Course, 5/8 Inch Minus Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VIII B Total $ 4", SE 256'h St. Improvements/Madfai 37 May 21, 2013 Project Number. 09-3012C SCHEDULE IX - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL N.O.. _ _ NO QUANTITY PRICE _ 4Mn2UNT _ 9005 7-17.5 99 PVC Sewer Pipe, $ 1pD $ KSP LN FT 8 Inch Diameter Per LF 9010 7-17.5 18 Ductile Iron Sewer Pipe, $ /ob.°' $ KSP LN FT 8 Inch Diameter Class 52 Per LF (Epoxy Lined) 9015 7-17.5 15 PVC Sewer Pipe, $ /DD.°° $ /, Sbo• a` KSP LN FT 12 Inch Diameter Per LF 9020 7-17.5 15 PVC Sewer Pipe, $ 2.00, V0 $ 3OpO KSP LN FT 16 Inch Diameter Per LF 9025 7-17.5 15 PVC Sewer Pipe, $ 15`7>• $ �,��b• 64 KSP LN FT 21 Inch Diameter Per LF 9050 7-05.5 1 Manhole Under 12 Feet, $ 1,��°d $ KSP EACH Type 1 48 Inch Diameter Per EA 9060 7-05.5 31 Manhole 12 Feet to 20 Feet, $ /Z,4�0 $ KSP EACH Type 1 48 Inch Diameter Per EA 9070 7-05.5 2 Manhole 12 Feet to 20 $/2, 1,00 $ d�,DDO.ar KSP EACH Feet, Type 1 54 Inch Per EA Diameter 9085 7-05.5 4 Locking Manhole Frame and $ $ 2 Wd.°o * KSP EACH Cover Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256t' St Improvements/Madfai 38 May 21, 2013 Project Number: 09-3012C SCHEDULE IX - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY_ PRICE AMOUNT 9100 7-19.5 1 Sewer Cleanout $ 35'2• OD $ WSDOT EACH Per EA 9110 2-02.5 4 Remove Existing Manhole $ j!�!�•`a $ a, Dpp, KSP EACH Per EA 9115 2-09.5 1,100 Shoring or Extra Excavation $/ °O $ * WSDOT SQ FT Class B Per SF 9120 7-08.5 25 Foundation Material, $ $ '4a� °o * KSP TONS Class I and II Per TON 9175 7-08.5 50 Pipe Zone Bedding $ 2Z-015 $ /, /00.LD * KSP TONS Per TON 9185 7-08.5 400 Gravel Borrow for Trench $ a SD $ / zoe? °d * KSP TONS Backfill Per TON 9190 7-17.5 1 Sewer Repair $2,000.00** $21000.00 KSP FORCE Per FA ACCOUNT **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $_�3i 9.5% WA State Sales Tax $ (VI a ID• Schedule IX Total $ Lo a �� SE 256`^ St Improvements/Madfai 39 May 21, 2013 Project Number. 09-3012C SCHEDULE X - PSE UNDERGROUNDING ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE _ AMOUNT 10010 8-32.5 175 Joint Utility Trench $ as-5D $ 3�� 2�� It, * KSP LN FT (3 Ft. Wide, 3 Ft. Cover) Per LF 10015 4-04.5 10 Crushed Surfacing Top $ a2S. D° $ a� °o * KSP TONS Course, 5/8" Minus Per TON 10020 7-08.5 25 Foundation Material, $ J'�-/.as $ °' * KSP TONS Class I and II Per TON 10033 8-32.5 1 PSE - Vault Excavation and $ 1,/Gb °D $ 1, /DD * KSP EACH Installation (575) Per EA 10036 8-32.5 50 Sand for Conduit Bedding $ /('p•°b $ * KSP TONS Per TON 10040 8-32.5 175 PSE - Installation and $ ?j' $ S 01 S * KSP LN FT Proofing of 2 Inch Diameter Per LF PSE Conduit 10042 8-32.5 400 PSE - Installation and $-4. °b $ 1 pD oa * KSP LN FT Proofing of 4 Inch Diameter Per LF PSE Conduit 10043 8-32.5 500 PSE - Installation and $'4 .Sv $ * KSP LN FT Proofing of 6 Inch Diameter Per LF PSE Conduit no p oa 10056 8-32.5 300 Comcast - Installation and $ 4 $ * KSP LN FT Proofing of 4 Inch Diameter Per LF Comcast Conduit * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 2561^St Improvements/Madfai 40 May 21, 2013 ' Project Number: 09-3012C SCHEDULE X - PSE UNDERGROUNDING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 10066 8-32.5 300 Centuryl-ink - Installation and $ tr8 $ /�-Loo * KSP LN FT Proofing of 4 Inch Diameter Per LF Comcast Conduit 10085 7-08.5 50 Gravel Borrow for Trench $ a.Sd * KSP TONS Backfill Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ /31 9.5% WA State Sales Tax $ Schedule X Total $ SE 256`"St Improvements/Madfai 41 May 21, 2013 Protect Number. 09-3012C SCHEDULE XI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO._ _ NO. QUANTITY PRICE AMOUNT 11000 8-20.5 1 Replace Existing Service $bf S"MW $to 0° KSP LUMP SUM Cabinet Per LS 11001 8-20.5 1 Traffic Signal Modifications at $ DQi DO," $ KSP LUMP SUM 116th Avenue SE Per LS 11002 8-20.5 17 Induction Loops $9M110 $ ( S KSP EACH Per EA ' 11003 8-20.5 2 Bicycle Detector Loops $ q00.C", $ it ZDD.pD KSP EACH Per EA 11005 8-20.5 15 Luminaire with Foundation $4, (n00•`6 $ Lit 06D• KSP EACH Per EA 11006 8-20.5 84 Luminaire with Eccentric $ 4, (GDD $� t400,` KSP EACH Foundation Per EA 11007 8-20.5 2 Remove Private Luminaire $ 5 o00.°' $ ►v<dld°D KSP EACH and Foundation Per EA 11009 8-20.5 4 Luminaire with Spread $ 4, (oO)°D $ i 4po KSP EACH Footing Foundation Per EA 11010 2-02.5 8 Remove Existing Junction $ 15-0 oa $ f < KSP EACH Boxes Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256t"St Improvements/Madfai 42 May 21, 2013 Project Number 09-3012C SCHEDULE XI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO.____ NO. QUANTITY PRICE AMOUNT 11015 2-02.5 3 Remove Existing Luminaires $ 1, bbD.�D $ 3 ap7.� KSP EACH Per EA 11020 8-20.5 6,200 Supply and Install 2 Inch $ ,S cO $ * KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 11025 8-20.5 3,500 Supply and Install 4 Inch $ `6 -air $ '00,ao-�5� KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 11030 8-20.5 32 Junction Box, Type 1 $ iso m $ f,boo " * KSP EACH Per EA 11035 8-20.5 9 Junction Box, Type 2 $ S4 ).� $ KSP EACH Per EA 11040 8-20.5 3500 Supply and Install $ & °D $ gyp` 5.W KSP LN FT Interconnect Wire Per LF 11045 8-20.5 3,500 Supply and Install Fiber Optic $,S-°a $ /-7,SpO:' KSP LN FT Cable Per LF 11050 8-32.5 800 Sand for Conduit Bedding $ /La °l * KSP TONS Per TON 11055 7-08.5 800 Gravel Borrow for Trench $a 5-Z) $ co * KSP TONS Backfill Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SE 256'h St Improvements/Madfai 43 May 22, 2013 Project Number 09-3012C SCHEDULE XI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule XI Total $ SE 2561h St. Improvements/Madfal 44 May 21, 2013 Project Number• 09-3012C BID SUMMARY Schedule I �� CI 23. 5-20, ba Schedule II Oct 3,4 a a $ Schedule III 33- pCo• 6° Schedule IV Schedule IV A Schedule V Schedule VI Schedule VII Schedule VIII Schedule-V113E A Schedule IX Schedule X S / Schedule XI C) TOTAL BASE BID AMOUNT (Schedule I- VZZZ, and Schedule IX-XI) Schedule VIZI Alternate A �; g S1j oa TOTAL 5, a D$ 9 g g'. 5� (Base Bid + VIII Alternate A) Schedule VTIZAlternate B 4-31 a5c. p° TOTAL S, �QC , 3 `b8 . (Base Bid + VIII Alternate B) SE 256th St Improvements/Madfai 45 May 28, 2013 Project Number: 09-3012C CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: SE 256t' Street Improvements (Kent Kangley Road — 116th Avenue SE) Project Number: 09-3012C Subcontractor Name Item Numbers n Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers oodf 8r nc. CONTRACTOR'S SIGNATURE h e Shinn ick, egion Manager SE 256 St Improvements/Madfai 44 May 9, 2013 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Goodfellow Bros , Inc Project Name: SE 256th Street Imurovements (Kent Kanalev Road — 116th Avenue SE) Project Number: 09-3012C Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: n,/.� Plumbing Subcontractor Name: Electrical Subcontractor Name: I I'G�f2SQ b0�[ /07'1 �t/ /Y)S 1 n Goodfe w os., Inc May 29, 2013 9natu Bide Date Lane Shinnick, Region Manager SE 256th St Improvements/Madfai 45 May 9, 2013 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. SE 256tb st. Improvements/Madfai 46 May 9, 2013 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Goodfellow Bros , Inc. NAME: Lane Shinnick, Region Manager ADDRESS: P O Box 1419 Maple Valley,WA 98038 PRINCIPAL OFFICE: Goodfellow Bros , Inc ADDRESS: P O Box 1419 Maple Valley, WA 98038 PHONE: (425)432-2202 FAX: (425)432-1555 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Attached 1.2 Provide your current state unified business identifier number. Attached. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington 'Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Attached. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Attached SE 256th St. Improve ments/Madfa1 47 May 9, 2013 PrmPrt NumhPr 09-"i012C 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 92 Years, 84 Years Incorporated 2.2 How many years has your organization been in business under its present business name? 92 Years, 84 Years Incorporated. 2.2.1 Under what other or former names has your organization operated? N/A 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: January 10, 1929 2.3.2 State of incorporation: Washington 2.3.3 President's name: Chad Goodfellow 2.3.4 Vice-president's name(s): J. Stephen Goodfellow& Daniel R Goodfellow 2.3.5 Secretary's name: Cynthia K Beattie 2.3.6 Treasurer's name: Daniel R Reisenauer 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Attached 3.2 List jurisdictions in which your organization's partnership or trade name is filed. N/A 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. HeavyfHwy.Civil Contractor-Clearing, Grubbing, Excavation, Grading, Drainage,Sewer,Water,Testing, Dewatering,Crushing, Drilling Demo,Cast-In-Place Concrete&Utilities 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) N/A 4,2.1 Has your organization ever failed to complete any work awarded to it? No SE 256`°St. Improvements/Madfai 48 May 9, 2013 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See Attached. 4,4.1 State total worth of work in progress and under contract: $671,530,000 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See Attached. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Attached. 4.7 On a separate sheet, list your major equipment. See Attached S. REFERENCES 5.1 Trade References: See Attached. 5.2 Bank References: See Attached. 5.3 Surety: 5.3.1 Name of bonding company: Travelers Casualty&Suety Company of America 5.3.2 Name and address of agent: Risk Solution Partners, Attn. Brad Wagenaar 800 Bethel Street, Suite 201 6. FINANCING Honolulu, HI 96813 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid SE 2S6 h St. Improvements/Madfai 49 May 9,2013 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Will provide if we are named low bidder. Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 29 da May , 2013. Name of r do : o fellow Bros , Inc. g Lan hmnick Title: Region Manager 7.2 Laneshinnick , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to =a� I�''be misleading. %A111lip. ubscribed and b f me 29th day of May , 2013. z : NotaryPublic: %��j' r�a Z s`2O= Linda How It-King My Commission Expires: 06/29! 016 SE 256"St. Improvements/Madfai 50 May 9, 2013 Department of Labor and Industries GOODFELLOW BROS INC PO Box 44450 Olympia, WA 98504-4450 Reg: CC GOODFB*370N0 UBI: 048-000-968 Registered as provided by Law as: Construction Contractor (CCO1)- GENERAL GOODFELLOW BROS INC Effective Date: 8/20/1963 PO BOX 598 Expiration Date: I 1/30/2014 WENATCHEE WA 98801 This is your Washington Corporation g or LLC License. This is not a Washington Business N License. � e o f+ COODFELLOW BROS., INC. C/O CYNTHIA K BEATTIE s PO BOX 598 s WENATCHEE WA 98807 Detach befosPoWnp 000828 State of Washington at0oa of the 5eoretary of State Business Licensing Service Corporatiom Ot�swn LEGAL ENTITY REGISTRATION 1 Unified Business ID #r 048 000 968 Business ID 4: 1 t Expires: 06-30-2013 GOODFELLOW BROS. , INC. 1407 N WALLA WALLA AVE WENATCHEE WA 98807 I Domestic Public Service Corporation j Renewed by Authority of Secretary of State REGISTERED TRADE NAMES: COLUMBIA RIVER CONCRETE �t � 6 1 t r By accept+ng this document the[icons"candles that milwwaton provided on the renewal was oompiete,true,anrd accwate to the best of his of hot knowledge,and Mal the company will stay in complance with all applicable Washing(on State ragul®ibf:s Director,oepa treri a Rev Cl- Verify Workers' Comp Premium Status -Employer Liability Certificate Page 1 of 1 Washington State Department of ;�� srtr�o� Employer Liability Labor and Industries Certificate �t r. Department of Labor and Industries Employer Liability Certificate Date: 05/20/2013 UBI #: 048 000 968 Legal Business Name: GOODFELLOW BROS INC Account#: 028,618-00 'Doing Business As'Name: GOODFELLOW BROS INC Estimated Workers Reported: Quarter 1 of Year 2013 "31 to 50 Workers" (See Description Below) Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes License: GOODFB*370N0 Expire Date: 11/30/2014 Account Representative: T2 /HAN CHUNG (360)902-5636 - Email: CHUK23 5 @lni.wa.gov What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation(See RCW 51 12 050 and 51 16.190). https://fortress.wa.gov/lm/crp si/AcctInfoPrint.aspx?Acco untId=028618 00&AccountManag... 5/20/2013 GOOp4ELLOW Bltpy. I^,C o GOODFELLOW BROS., INC. GENERAL CONTRACTOR CFN£RAL CON'TItAG�O� May 29,2 013 City of Kent City Clerk's Office 220 4th Avenue South Kent, WA 98032-5985 To Whom It May Concern: This is to certify that Goodfellow Bros , Inc. are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Please contact me should you have any questions or need further information at (425) 432-2202. Sincerely, GOODF S., NC. ne Shinnic Region Manager LS:II P 0 BOX 598 • WENATCHEE,WA 98807 • PHONE (509)662-7111 • FAX (509)662-2621 • WWW GOODFELLOWBROS COM •GOODFB'370NO Corporation Contractor's Class Contractor's License State License No. License No. (if applicable) Expiration Date Alaska 32719 AA-1630 12/31/2014 Arizona F-040745-0 78931 A 05/31/2014 California C0532029 249853 A 01/31/2015 California Goodfellow Top Grade 977506 A B, HAZ 10/31/2014 Colorado 881092814 Guam 6971 Hawaii 0003844F1 ABC-7046 A B. &C 09/30/2014 Idaho 11265-AAA-1-2 05/31/2013 Montana 6032 6632A 10/10/2013 Nevada 1436-8 24353 01/31/2014 North Dakota 29,169700 42144 03/01/2014 Oregon 007009-22 71265 02/04/2013 Palau Goodfellow Bros Palau, Inc WA UBI No 601-851-379 2/28/2014 Saipan 11-8178-92N Utah 46173 249145-5551 11/30/2013 Washington 048-000-968 GOODFB`370NO 1 113 0/2 01 4 Wyoming 80-124523 Canada Alberta 2116232576 British Columbia BC 0047830 Goodfellow Bros (Canada), Ltd Manitoba 5716374 Saskatchenewan 101188187 Updated January 23,2012 1 of 5 GOODFELLOW BROS,INC. WORK IN PROGRESS FEBRUARY 28,2013 ESTIMATED (OVER) ESTIMATED COM- COSTSTO UNDER DESCRIPTION REVENUE PLETE COMPLETE BILLINGS 6383 VILLAGE AT POIPU 7,824,749 9496 405,131 (147,18T) 6608 KOKEE WAIMEA PRK WTR 1,597,250 895 1,349,329 42,352 6739 LCCC KALAHEO HOUSING 1,178,314 8415 171,875 (46,033) 6770 NAWILIWILI MAIN PH 1 3,151,927 9800 63,039 (63,056) 6781 KAPULE HWY RESURF 6,283,731 4553 3,252,272 (461,444) 5793 DOWAGROSCIENCE 3,226,842 9231 185,613 (176,062) 5794 RUNWAY 35 APPROACH 219,900 1263 188,279 12,779 3810 KUHIO HWY EMERG REP 7,845,657 9636 231,914 (202,465) 3835 WAIPOULI MAIN REPLAC 2,044,965 1441 1,697,796 183,112 i838 WAILUA LOTS WTR LINE 4,448,850 096 4,274,071 42,592 1850 WAINANI KIAHUNA CLSE 364,794 125 338,635 4,544 TOTAL KAUAI 38,186,979 6563 12,157,954 (804,869) 655 AHUALOA WELL DEVEL 4,923,692 9781 107,262 (73,503) 720 QUEEN K WIDEN PH 2 75,876,528 18.92 54,140,801 (899,214) 740 PUUKAPU RESERVOIR 3,450,890 043 3,312,635 14,853 785 KAMAKANA VILLAGES IA 6,000,000 44.59 2,946,311 (1,546,653) T88 KAISER KONA MED OFC 2,729,006 1439 2,172,258 (107,154) 303 KAMAKANA PH 1A LOT 3 2,000,000 003 1,879,426 611 304 KOHALA KAI 2,289,706 9575 83,165 (97,338) 306 AHUALOA WTRLINE PH 1 3,940,412 84.27 551,694 (619,687) 109 KOHANAIKI COASTAL AC 2,476,785 94.55 121 J35 (111,023) 119 KOHANAIKI LOOP ROAD 8,486,161 83.00 1,255,075 (1,336,392) 121 LALAMILO HOUSING 2A 10,841,518 590 9,789,363 357,276 ;33 SADDLE RD PHASE 7B 29,878,990 651 26,216,130 1,611,721 51 KOHANAIKI POD 7 3,699,721 007 3,378,765 2,474 TOTAL KONA 156,593,409 2518 105,954,021 (2,804,029) 2 of 5 GOODFELLOW BROS,INC WORK IN PROGRESS FEBRUARY 28,2013 % ESTIMATED (OVER) ESTIMATED COM• COSTS TO UNDER DESCRIPTION REVENUE PLETE COMPLETE BILLINGS 6544 MBC MALUAKA OFFSITE 2,000,000 9676 64,228 (168,231) 6621 R&T PARK PH 1A 1,770,000 8355 213,031 (45,704) 6644 HAMOA WELL A2 DEVEL 863,445 61.85 296,536 (131,358) 6651 VMXGRADING 11,901,603 97.42 254,639 (306,493) 6664 MALUAKA MAK BAY II 5,474,354 9708 110,589 (159,626) 6696 MARKET STREET IMPROV 3,862,102 9798 80,887 (78,314) 5719 HONOAPIILANI PH 1B1 25,475,000 93.50 1,846,641 731,471 3731 MAUI LANI ELEMENTARY 231,016 9100 17,068 (20,794) 3737 KOLEA RESERVOIR 699,997 128 635,745 8,973 3752 MAHINAHINA EXPL WELL 1,227,624 8407 195,031 (120,673) R55 KAMOLE WTP PUMPS 2,848,338 7714 681,788 76,277 ,771 MBPIISOUTH 31,800,000 8077 6,044,852 (13,850) ,790 FRONT ST SEWER REHAB 1,250,000 9298 83,195 (71,927) 792 ANDAZ RESORT PH 1 13,990,000 8820 1,355,050 (330,336) 798 WAILUKU ELEM SEWER 1,503,957 7776 268,061 (319,048) 799 MA MEADOWS 17 PUMP 1,474,997 260 1,366,350 38,285 811 COSTCO ADDITION 6,550,000 9286 392,826 218,451 812 KAONOULU MARKET PL 20,800,000 1610 16,583,443 270,685 B18 PROMENADE MASS GROG 7,947,770 274 7,420,253 (38,396) 322 ULUPLAKUA RANCH RD 383,122 9800 7,735 (7,645) 325 AUWAHI RMT FOUNDATIO 930,593 9666 18,660 (31,062) 327 HPIILANI CANE RD IMP 101,480 8546 13,529 (14,757) 134 IMI IKENA APARTMENTS 620,000 8048 128,919 109,863 137 PIIHOLO WTR TRMT PLA 4,297,300 0.69 4,018,138 29,536 140 LAHAINA WWPS 2 FM 1,611,200 081 1,499,931 13,098 41 WAILUKU WELL DEV 2,131,798 057 1,966,345 12,171 42 KAHAWAI MF HOUSING 237,736 6972 62,006 (50,243) 44 AUWAHI WF OVERLOOK 141,417 9632 2,828 (5,204) 45 KAMAOLE WATER TANK 2,461,352 060 2,235,798 14,695 46 KIHEI FM 9 REPLACE 347,200 081 319,332 2,817 I� 3 of 5 GOODFELLOW BROS,INC WORK IN PROGRESS FEBRUARY 26,2013 ESTIMATED (OVER) ESTIMATED COM- COSTSTO UNDER DESCRIPTION REVENUE PLETE COMPLETE BILLINGS 6847 HANA LNDFLL BASIN 2,049,700 161 1,860,468 33,088 6848 AUWAHI NON POT WTR 501,950 7781 79,880 (94,049) TOTAL MAUI 157,505,051 6639 50,123,783 (448,304) 6779 KAWELA BRIDGE REPLC 5,913,506 3636 3,785,815 (1,134,884) 6786 TAXIWAY PAVING 4,786,910 290 4,398,324 138,613 6813 CHC FIRE HYDRANTS 107,212 63.97 33,629 (29,724) 5817 CHC PARKING LOT 480,840 7333 104,704 (118,731) 3820 MOLOKAI HS GREASE TR 169,454 0.14 155,567 232 3831 UALAPUE TANK WTRLINE 434,540 092 400,977 3,985 TOTAL MOLOKAI 11,892,462 2296 8,879,016 (1,140,510) 073 WAIPAHU LANDFILL CLS 15,079,216 9793 301,584 173,179 653 NORTH SOUTH ROAD 74,291,477 9721 1,782,766 (1,999,585) ,733 NIMITZ HWY RESURF 58,000,000 8108 11,194,555 5,793,010 743 WHEELERBARRACKS 10,151,008 9453 526,752 33,614 756 LYMAN SEWER PH 1&2 18,778,108 9554 897,988 1,391,216 801 KAWAILOA WIND PROJ 22,769,168 97.36 467,851 (601,778) 802 KAPAA LNDFIL GAS SYS 852,469 9798 17,049 (17,259) 826 A CAP WAIMANALO GLCH 1,561,192 9798 33,261 (31,547) 828 KALAKAUA PH 3 15,487,294 3088 9,624,118 (4,122,540) 329 PUNALUU AG FIELD CLR 305,945 9076 55,559 (28,272) 330 WAIMANALO EAST DRAIN 1,694,363 8167 261,412 (193,035) 336 WAIMANALO GLCH E8 13,879,160 2453 8,819,830 (686,583) 139 IROQUOIS POINT 362,465 5456 143,185 218,479 TOTAL OAHU 233,211,865 8417 34,125,911 (71,101) 4 of 5 GOODFELLOW BROS,INC. WORK IN PROGRESS FEBRUARY28,2013 % ESTIMATED (OVER) ESTIMATED COM- COSTSTO UNDER DESCRIPTION REVENUE PLETE COMPLETE BILLINGS 358 PORT ASTORIA PATHS 883,902 95.89 34,436 (36,336) 36D Lower Snake River 16,139,857 95.79 639,844 (679,059) 373 INTEL S WATERLINE 927,887 9007 81,311 (75,508) 374 PALOUSE WIND FARM 3,951,643 9536 174,786 (183A98) 375 INTEL PRfCG AREA 456 4,680,781 9756 104,704 (114,145) 378 INTEL 229TH EXTENSIO 1,338,000 9769 30,257 (23,563) 379 INTEL 229TH ELECTRIC 281,332 9357 14,822 (18,080) 380 PALOUSE WIND FARM II 4,880,000 9756 117,004 205,551 181 MAIN ST BONANZA ST 590,000 9629 23,052 (4,937) 182 WINKELMAN PARK 928,794 9749 21,089 (18,629) 183 INTEL SKANSKA MISC 112,920 7296 26,299 (30,534) 184 2012 CELL V EARTHWRK 736,336 9794 14,727 (15,155) 85 INTEL R213-015 CIVIL 90,000 61.73 33,605 10,353 86 HILLSBORO AIRPORT 5,649,634 041 5,457,871 22,961 87 POE SERVICE CENTER 550,000 9271 40,895 3D,750 88 GENENTEC HTO 141,300 97.92 2,826 (2,937) 89 FFO US26 GUMWOOD LN l,122,000 3377 716,882 (6,379) * DID 1272 LCO2 750,000 3084 472,039 (265,953) 31 INTEL RAC0103 CML 487,480 5523 201,814 (81,558) )2 INTEL RAC0103 MECHAN 585,000 1.74 537,203 (48,288) )3 INTEL RAC0103 ELECTR 134,401 8.67 109,306 (45,343) M SELLWOOD BRIDGE 1,088,570 632 980,666 (39,449) 15 INTEL RAICO104 ELECT 369,850 420 332,792 (76,914) B OREGON ZOO 4,590,000 040 4,174,835 18,577 TOTAL OREGON 51,009,687 7029 14,343,064 (1,478,074) 5 of 5 GOODFELLOW BROS,INC WORK IN PROGRESS FEBRUARY 28,2013 % ESTIMATED (OVER) ESTIMATED COM- COSTS TO UNDER DESCRIPTION REVENUE PLETE COMPLETE BILLINGS 2629 176TH STREET EAST 10,111,690 9788 246,394 (194,798) 2635 176th Street East-Wa 7,350,088 9804 160,892 (144,181) 2642 WONDERLAND ESTATES 3,675,037 90.62 308,627 (344,834) 2644 KOOTENAI RIVER PH 2 3,368,750 78.04 547,417 (739,753) 2645 EASTMONT EXT DRAIN 3 1,087,654 9528 5077 (51,380) 2646 EVANS CR EASTWETLAND 3,856,069 834 3,428,527 (189,922) 2647 COVINGTON PARK 1,435,526 9075 126,817 (13133) 2648 WESTBAYFORCEMAIN 760,000 9622 30,918 (25,874) >649 TUKWILA LEVEE REMOVE 1,171,243 7132 267,058 (161,421) 1650 TUKWILA SPRAY PRK MH 57,650 9672 1,153 (1,889) '651 CENTRAL AVE FORCE MA 665,008 9476 38,414 (13,932) '652 SUNNYSLOPE ELJ PROJ 468,390 8737 42,598 (59,164) 653 PUMP STATIONS 541,127 6168 180,405 106,732 TOTAL WESTERN WASHINGTO 34,548,232 8455 5,434,196 (1,833,500) 000 HALKIRK WIND FARM 6,900,000 93.46 688,701 282,531 D01 HALKIRK FOUNDATIONS 956,917 9736 26,519 (25,272) TOTAL CANADA 7,856,917 9380 715,220 257,259 REPORTTOTAL 690,804,602 6425 231,733,165 (8,323,128) 2 O O O O O 0 p O O O O O O Q O O KC LJO UO Yb C R N N N N L N 5 J J J L C A C L L N T N N C C j J C D R N N (JO C N m m m m m m m m m _ 2 2 2 2 O Z, Y Y Y O Y Y O O Y Y Y Y Y ° 2 2 2 Y O O O O O O O O O O m m m m m 33333 OI n n h n N n ti O F O 'I Q m n ID �O w M m Q I/1 n CO e-I n N O IO O O O Ot Q O t11 Ol M JI n N T 'i Ol O e'I Z Q N O ll O F Ot l ll m O n Vt N ll M n O m 1° t0 O Q Q F O M n Ol Q Q LO "1 llM1 N l0 6 M W m n N m N N N m O O I-rm n M n Oi w N m IO O w m T m ti O O m H Ol T Q cr�0 m ul N Q tr1 al M b m n m O Ol Ll�m N Q ✓1 n O w N Q Q O N Of m m O N m N tD Q O m v1 m m � M .� M .� .y Ot T v1 M Q M i!1 m m Q .y T .-� M O n Ol M m h rT h m IO .y m N O N VI Q N rl Q O N N lD b O? 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In In In .n Ibn 0 a Q N N N N N N N N N �O 1p lD �O l0 ID IO l0 LO lO b �O t➢ ID �O b �D lO l0 ID lD lO IO lO b tD lD lO IO l0 l0 b lO l0 b b J m 0 N W Oai n 0 N ON w m O V O Z ti in o .. in o m m m in a o � r i ci of of v ai ri - n of oo c of cO 01 rl rl M N tD N ei ei CO M C � Q W 2 p� ei M Y1 1p pp m e1 Ol Yf M .-i Vf O Q1 l0 tO y lO n O1 � n pl W M rl O 2 tD a N Ot W O N l0 n �O 01 N 01 N G N n n m m m e m m ry m v n � a V1 M OJ M N b N V1 N �I1 t0 p1 CO DJ 0 0 a z W o0 00 W W W a0 00 0 of 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 p w co w a w oo m w co a w ao m co U 2 G U w IQ- y t2 O w w p 3 cQ7 w z z z ° z - N 3 0 x Z a u o o Q - 3 o o m � w '� uwopao ° gw ¢ y LL m z m z Z m F a m 2 z w a a w 3 w s m "' u3im ¢ au �w nl� � ° w f 0 u � Y e w 2 p 2 3o N o w w O y w lw7 w O z a Q w Q m w u Q z N Q M 3 w H O m 3 G m w z w a w a a Z u o a c O w o u 2 g 0 3 a ¢ w z p m LL u g m t F 3 u = 0 i a w v ti a p W O NJ g G H U Z ti 2 a 2 Q F 0 a O v c E E u° Y U K O c 3 w n O � w c c N c 4 A E w 7 2 ro 00 m W W ro W ro W ro 00 c0 m W Q O O O O O O O O O O O O O O w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y N N N N N N N N N N N N N N U Q Q Z _ a Y H 2 O w _ 3 u O o °-� Z a 3 u Z � w p , Sa ° = x o � a " " � a w 2 w 3 _ m J a Q w rt o a a a a 3 Y J G k Z �o ro .i oo m m m m o w w m a 0 d o •+ �n ie n n n w oo o GOODFELLOW BROS., INC. - EXPERIENCED, FULL-TIME KEY INDIVIDUALS YEARS EMPLOYEE NAME TITLE EXP. CLASSES OF WORK JAMES ARNOLD GPS SPECIALIST 28 GRADING, EXCAVATION, UTILITIES STEVE BARTHOLOMEW PROJECT MANAGER 34 GRADING, EXCAVATION, UTILITIES CYNTHIA K BEATTIE CORPORATE SECRETARY 40 FINANCIAL ASSISTANT JEANIE BERNARDO ESTIMATOR 14 GRADING, EXCAVATION, UTILITIES STEVE BLACK ESTIMATOR/PROJECT MANAGER 10 GRADING, EXCAVATION, UTILITIES TRAVIS BLACK COST ENGINEER 9 GRADING, EXCAVATION, UTILITIES ED BROWN REGIONAL MANAGER 28 GRADING, EXCAVATION, UTILITIES STEVE CORDOVA ESTIMATOR 10 GRADING, EXCAVATION, UTILITIES JOSEPH R CORREY REGIONAL MANAGER 25 GRADING, EXCAVATION, UTILITIES DAVID CZECH PROJECT MANAGER 13 GRADING, EXCAVATION, UTILITIES DUSTIN DIPERSIA PROJECT ENGINEER 8 GRADING, EXCAVATION, UTILITIES TODD FLANAGAN PROJECT ENGINEER 18 GRADING, EXCAVATION, UTILITIES JIM FOSS SR ESTIMATOR 24 GRADING, EXCAVATION, UTILITIES TED FRITZEN BLASTING MANAGER 29 BLASTING/CRUSHING DAVID FUJIKAWA PROJECT ENGINEER 8 GRADING, EXCAVATION, UTILITIES SCOTT GERE EQUIPMENT ASSISTANT 32 EQUIPMENT KEN GIFT SENIOR PROJECT MANAGER 34 GRADING, EXCAVATION, UTILITIES CHAD GOODFELLOW PRESIDENT 14 GRADING, EXCAVATION, UTILITIES J STEPHEN GOODFELLOW VICE PRESIDENT/CEO 46 GRADING, EXCAVATION, UTILITIES DANIEL R GOODFELLOW VICE PRESIDENT 39 GRADING, EXCAVATION, UTILITIES JEFF GRIFFIN ISLAND MANAGER 23 GRADING, EXCAVATION, UTILITIES SLENN GROVENBURG ADVANCED TECHNOLOGY MNGR 18 GRADING, EXCAVATION, UTILITIES ERIC HANSON PROJECT MANAGER 22 GRADING, EXCAVATION, UTILITIES MATT HEAHLKE REGIONAL MANAGER 12 GRADING, EXCAVATION, UTILITIES OICHAEL HOVEN SENIOR PROJECT MANAGER 32 GRADING, EXCAVATION, UTILITIES :,ARSON HUNDRUP GPS SPECIALIST 11 GRADING, EXCAVATION, UTILITIES IOWIE HOWELL ESTIMATOR 24 GRADING, EXCAVATION, UTILITIES 3LENN IMANAKA SAFETY MANAGER 18 SAFETY/ RISK MANAGEMENT JUKE JACKMAN PROJECT ENGINEER 7 GRADING, EXCAVATION, UTILITIES RON JORDAN PROJECT MANAGER/CHIEF ESTIMATOF 19 GRADING, EXCAVATION, UTILITIES ROB JUDGE COMPANY ENGINEER 12 GRADING, EXCAVATION, UTILITIES . A 'BUD" JUNGER GENERAL SUPERINTENDENT 56 GRADING, EXCAVATION, UTILITIES HARK KAVENY SR ESTIMATOR 23 GRADING, EXCAVATION, UTILITIES iOHN KIRSCH PROJECT MANAGER 21 GRADING, EXCAVATION, UTILITIES HARK LA TURNER PROJECT ENGINEER 8 GRADING, EXCAVATION, UTILITIES 3EAN LANDERS PROJECT MANAGER 12 GRADING, EXCAVATION, UTILITIES ;RAIG LOHMEYER PROJECT ENGINEER 39 GRADING, EXCAVATION, UTILITIES )ENNIS LOYOLA EQUIPMENT ASSISTANT 18 EQUIPMENT ODD MACFARLANE(JR) PROJECT ENGINEER 11 GRADING, EXCAVATION, UTILITIES OHN MAKOFF PROEJCT MANAGER 18 GRADING, EXCAVATION, UTILITIES ;ARY MATTIS PROJECT ENGINEER 22 GRADING, EXCAVATION, UTILITIES )ENNIS MCCARTHY CRUSHING SUPERINTENDENT 34 GRADING, EXCAVATION, UTILITIES LIKE MCFARLAND SENIOR ESTIMATOR 28 GRADING, EXCAVATION, UTILITIES O MCKUIN PROJECT MANAGER 17 GRADING, EXCAVATION, UTILITIES ,ALE MOORE REGIONAL MANAGER 64 GRADING, EXCAVATION, UTILITIES EVIN MURAKANE PROJECT ENGINEER 14 GRADING, EXCAVATION, UTILITIES )LIVER MURRAY PROJECT ENGINEER 6 GRADING, EXCAVATION, UTILITIES OB O'CONNOR FIELD SUPERINTENDENT 38 GRADING, EXCAVATION, UTILITIES TEVE PAWLAK SR ESTIMATOR 26 GRADING, EXCAVATION, UTILITIES REG IPETERSON VICE PRESIDENT 31 GRADING, EXCAVATION, UTILITIES ONNAN 1PINKSTON SR ESTIMATOR 27 GRADING, EXCAVATION, UTILITIES Updated 2013 Page 1 GOODFELLOW BROS., INC. - EXPERIENCED, FULL-TIME KEY INDIVIDUALS DANIEL R REISENAUER CORPORATE TREASURER 38 GRADING, EXCAVATION, UTILITIES MARIA RIVERA PROJECT ENGINEER 8 GRADING, EXCAVATION, UTILITIES LANE SHINNICK REGIONAL MANAGER 25 GRADING, EXCAVATION, UTILITIES LEIF SJOSTRAND SR. ESTIMATOR 21 GRADING, EXCAVATION, UTILITIES RAY SKELTON REGIONAL MANAGER 27 GRADING, EXCAVATION, UTILITIES DOUG SMITH SUPERINTENDENT 37 GRADING, EXCAVATION, UTILITIES MIKE D SOULE SUPERINTENDENT 25 GRADING, EXCAVATION, UTILITIES JOHN SPASARI PROJECT MANAGER 34 GRADING, EXCAVATION, UTILITIES BRADY STEVENS PROJECT ENGINEER 10 GRADING, EXCAVATION, UTILITIES JEFF STOCKTON PROJECT MANAGER 23 GRADING, EXCAVATION, UTILITIES JOHN STUMP EQUIPMENT MANAGER 40 GRADING, EXCAVATION, UTILITIES TODD SVETIN PROJECT MANAGER 20 GRADING, EXCAVATION, UTILITIES CHRIS TAVARES GPS SPECIALIST 26 GPS JOHN JT TENNESON SR ESTIMATOR 30 GRADING, EXCAVATION, UTILITIES SATARRI TOFTE PROJECT MANAGER 13 GRADING, EXCAVATION, UTILITIES SCOTT TRUDELL PROJECT ENGINEER 12 GRADING, EXCAVATION, UTILITIES CORY UCHIMA PROJECT MANAGER 24 GRADING, EXCAVATION, UTILITIES DAN WEISGERBER PROJECT MANAGER 1 19 IGRADING, EXCAVATION, UTILITIES CHARLES WYATT EQUIPMENT ASSISTANT 1 32 1EQUIPMENT Updated 2013 Page 2 EXCAVATORS/BACKHOE Qty# 1 2000 HITACHI EX120-5 3 2008 J.D.31OSG BACKHOE 1 2000 HITACHI EX20OLC EXC 1 2008 JD 135 CRTS EXC 1 2000 HITACHI EX75OLC-5 2 2010 JD SOD MINI EXC 2 2001 CAT 430D-4X BACKHOE 2 2010 HITACHI Z350CL-3 EXC 1 2002 CAT 420D 4E BACKHOE 1 2010 JD 65ODLC EXC 1 2002 JD21OLE LANDSCPE LDR 1 2010 HITACHI Z650LCS3 EXC 1 2004 CAT 325CL HYD EXC 1 2011 HITACHI ZX35U MINI 1 2004 HITACHIZX120LC 2 2011 JD 50D MINI EXC 3 2004 HITACHI ZX330LC 5 2011 CAT 430E BACKHOE 2 2004 HITACHI ZX450 LC EXC 4 2011 CAT 336E EXCAVATOR 1 2004 HITACHI ZX60OLC EXC 2 2011 CAT Z350CL-3 EXC 1 2004 J D.31OSG BACKHOE 4 2011 HITACHI Z470LC5 EXC 1 2004 J D 35C ZTS EXC 1 2012 JD 50D MINI EXCAVATOR 1 2004 J.D.80C MINI EXC 1 2012 JD 410J BACKHOE 1 20041D 200CLC EXC 1 2012 CAT 430F BACKHOE 1 2004 JD 330CLC EXC 2 2012 JD 225DLC EXC 1 2005 CAT 304CR MINI EXC 5 2012 CAT 336E EXCAVATOR 1 2005 CAT 420D 4 BACKHOE 2 2012 CAT Z350CL-3 EXC 3 2005 CAT 430D 4X BACKHOE 1 2012 JD 350GLC EXCAVATOR 1 2005 HITACHI ZX160LC EXC 5 2012 HITACHI Z470LC5 EXC 4 2005 HITACHI ZX330 EXC 2 2012 HITACHI 670G EXC 1 2005 HITACHI ZX450LC EXC Qty# GRADERS 2 2005 HITACHI ZX600 EXC 1 1995 CAT 140H GRADER 2 2005 HITACHI ZX800 EXC 1 1998 CAT 140H GRADER 2 2005 J D 31OSG BACKHOE 1 1998 CAT 143H MOTOR GIRDER 1 2005 JD 450CLC EXC 1 1999 CAT 143H MTR GRADER 1 2006 CAT 307C HYD EXC 1 2001 CAT 14H MOTOR GRDR 2 2006 CAT 430E BACKHOE 1 2002 CAT 140H MOTORGRADER 1 2006 HITACHI Z120X EXC 1 2004 CAT 140H MTR GRADER 1 2006 HITACHI Z135C EXC 2 2006 CAT 140H MOTORGRADER 1 2006 HITACHI ZX160LC EXC 1 2007 CAT 140H MTR GRADER 3 2006 HITACHI ZX200 EXC 1 2007 JD 872D GRADER 2 2006 HITACHI ZX225 EXC 3 2008 JD 872D MTR GRADER 3 2006 HITACHI ZX350LC-3 EX 1 2009 JD 872D MTR GRADER 2 2006 HITACHI ZX450CL-3 1 2012 JD 872GP GRADER 2 2006 J D 41OG EXC 1 2006 J D.450D EXC 1 2007 CAT 414E IL W/GANNON BX SCRAPERS 2 2007 CAT 420E BACKHOE Qty# 1 2007 CAT 430E BACKHOE 1 1985 CAT 623B SCRAPER 1 2007 HITACHI Z650LC-3 EXC 1 1998 CAT 613C II SCRAPER 1 2007 HITACHI ZX160LC-3 EX 1 2005 CAT 615C II SCRAPER 2 2007 HITACHI ZX20OLC EXC 4 2011 CAT 627H SCRAPER 1 2007 HITACHI ZX225 EXC 5 2007 HITACHI ZX35OLC-3 Qty# GPS EQUIPMENT 1 2007 HITACHI ZX50 MINI EX 47 GPS BASE STATION 2 20071 D 35D MINI EXC 76 GPS MACH GUIDANCE SYS 2 2007 JD 120C EXC 8 GPS ROBOTIC STATION 1 2007 JD 650D LC EXCAVATOR 65 GPS ROVER SYSTEM 2 2008 CAT 430E BACKHOE 1 2008 HITACHI ZX225 EXC DOZERS WHEELLOADERS Qty# Qty# 1 1997 CAT D10R DOZER 1 1998 CAT 950F It WHL LDR 1 1999 CAT D1013 DOZER 1 2001 CAT 98OG WHL LOADER 1 2000 KOMATSU D21A-7 DOZER 1 2001 CAT IT 28G LOADER 1 2001 CAT D9R DS DOZER 2 2005 CAT 950G II WHL LDR 1 2003 CAT D5N XL DOZER 1 2005 CAT 966G II WHL LDR 1 2003 CAT D6N XL DOZER 1 20051.D.644J WHL LDR 1 2003 CAT D9R DOZER 1 2005 VOLVO 1-110E LOADER 2 2004 CAT D8R SU DOZER 2 2005 VOLVO L70E WHL LDR 1 2004 J D 450H LT DOZER 5 2006 J D 624J WHL LDR 4 2005 CAT D5N DOZER 1 20061 D 744J WHL LOADER 1 2005 CAT D6N DOZER 1 2007 CAT 950H WHL LOADER 1 2005 CAT D6R XL II 2 2007 CAT 966H WHL LOADER 4 2005 CAT D8T DOZER 1 2007 1D 644J WHL LOADER 2 2005 CAT D9T DOZER 1 2007 1D 744J WHL LOADER 1 2006 CAT D4G DOZER 1 2008 CAT 950H WHL LOADER 1 2006 CAT D5N XL DOZER 1 2008 JD 624J WHL LOADER 1 2006 CAT D6N XL DOZER 1 2008 CAT 966H SW WHL LOADER 3 2006 CAT D6R DSXW DOZER 2 2011 CAT 966K WHL LOADER 1 2006 CAT D8T DOZER 1 2011 CAT 980K WHL LOADER 1 2007 CAT D6N XL DOZER 2 2012 CAT 938K WHL LOADER 2 2007 CAT D6R XL DOZER 1 2012 KOMATSU WA500-7 WHL LOADER 1 2007 CAT D6T XW DOZER 1 2012 CAT 950K WHL LOADER 1 2007 CAT D8T DOZER 1 2007 CAT D9T DOZER COMPACTORSIROLLERS 1 2008 CAT D6T DS DOZER Qty# 1 2008 CAT D8T DOZER 1 2008 MBW VIB COMP WHEEL 1 2009 CAT D10T DOZER 5 BOMAG BMP851 ROLLER 1 2011 CAT D6KQ DOZER 3 CAT 815F COMPACTOR 1 2011 CAT D6T DOZER 2 CAT CB214E VIB RLLR 1 2011 CAT D8T DOZER 2 CAT CS533E COMPCTR 1 2011 CAT D9T DOZER 3 DYNAPAC CA362D CMPTR 1 2011 CAT D10T DOZER 1 I R DD22 ROLLER 1 2012 JD 450J DOZER 1 1 R SD100D ROLLER 1 2012 CAT D6KQ DOZER 1 I R SD115 IR ROLLER 2 2012 CAT D6T DOZER 3 1 R SD116DX CMPTR 1 2012 CAT D9T DOZER 2 1 R SD122DX COMPACTOR 1 2012 CAT D10T DOZER 2 I.R SD160DX VIB 3 1 R SD175D ROLLER AIR COMP/ LIGHT PLNTS ! GENSETS 1 I.R.SD200DX VIB CMPTR Qty# 2 1 R SD45D VIB ROLLER 10 I.R P185 AIR COMPRESSORS 2 I R SD77DX VIB RLLR 20 1 R PORT LIGHT PLNT 2 1 R TC13 TRENCH CMPCT 5 MULTIQUIP 25KW GNSET 1 MULTIQUIP AR13H RLLR 3 1 R 40KW GENSET 8 RAMMAX 933FCR RLLR 7 MULTIQP 45KW GENSET 1 CAT CS76 COMPACTOR 1 OLYMPIAN CT85 (68KW) GENS 4 CAT CS56 COMPACTOR 1 CAT XQ105 GENSET 1 CAT CS54 COMPACTOR 1 MQ 18OKW GENSET 2 CAT CS64 COMPACTOR 1 CAT D150 GENSET 2 CATXQ1250 KW GENSET 1 CAT XQ1500 GENSET ROCK TRUCKS SERVICE TRUCKS Qty# Qty# 5 1988 CAT 773E END DUMP 1 1982 GMC FUEL TRUCK 5 1984 AMFAB BELLY DUMP TRL 1 1998 GMC C7500 MECHANIC TRUCK 5 1985 AMFAB PUP TRAILER 1 1999 FORD F550 LABORER TRCK 1 1989 CAT 773B ROCK TRUCK 1 1999 KENWORTH T300 MECH TRK 1 2000 PETERBILT END DMP 2 2000 FORD F450 LABORER TK 6 2000 VOLVO A40 ROCK TRUCK 1 2000 FORD F550 LABORER TK 4 2001 CAT D400E II RCK TRK 2 2000 FORD F650 MECH TK-VC 1 2004 BEALL/PIONEER PUP 1 2000 INTRNL FLATBED TRUCK 2 2004 CAT 769D HAUL TRUCK 2 2000 KENWORTH LUBE TRUCK 1 2004 PETERBILT 378 DUMP 3 2001 FORD F550 LABORER TK 2 2005 CAT 735 ROCK TRCK 1 2001 FORD F650XL MECH TRK 1 2005 CAT 740 ARTC TRUCK 5 2002 FORD F550SD LABOR TK 1 2005 PIONEER PUP TRAILER 2 2002 MITSIBUSHI LABOR'TRK 4 2006 CAT 735 ART TRUCK 1 2002 STERLNG MECH/SERV TK 1 2006 CAT 740 ARTIC TRUCK 1 2003 FORD F550SD LAB TRCK 3 2006 KENWORTH T800B DMP 1 2004 FORD F35OSD LABR 2 2006 PETERBILT378 DUMP 3 2004 FORD F550 MECH TRUCK 3 2007 CAT 740 ART TRUCK 1 2004 FORD F650XLT MECH TK 2 2007 PETERBILT 378 DMP TK 1 2004 STERLNG MECH/LUBE TK 2 2008 PETERBILT 367 DMP TK 2 2005 FORD F350SD 4X4 2 2012 CAT 740E ART TRUCK 8 2005 FORD F550 LABORER TK SWEEPER TRUCKS 1 2005 KENWORTH LUBE TRCK Qty# 1 2005 STERLING COMBO TRUCK 1 2002 ELGIN CRSSWND SWEEPR 1 2005 STRLNG HYDRO MULCHER 1 TENNANT 6500 GAS SWEEPER 2 2006 FORD F350 FOREMAN TK 1 2005 SCHWARZE VAC TRUCK 4 2006 FORD F550 LABOR TRK 1 2007 STERLING VACTOR TRK 3 2006 FORD F750 MECH TRUCK 1 2006 GMC C5500 MECH TRUCK FUEL TRUCKS 1 2006 KENWORTH LUBE TRUCK Qty# 2 2006 KENWORTH T300 LUBE 1 1988 FORD CARGO FUEL TNKR 4 2007 FORD F350 W/UTIL BED 2 1988 PETERBILT FUEL TANKR 1 2007 FORD F450SD LBR TRK 2 1991 FGHTLNR TANKER TRK 2 2007 FORD F550SD LAB TRCK 1 1994 PETERBILT TANKER TRK 1 2007 FORD F650XL MECH TRK 2 1995 MACK FUEL TANKER 2 2007 FORD F750 MECH TRUCK 2 LUBE TRAILER 1 2007 GMC K2500 MECH TRUCK 3 2007 KENWORTH LUBE TRUCK WATER TRUCKS /TOWERS 20 2008 FORD F550 LABR TRCK Qty# 1 2009 KENWORTH COMBO TRK 1 2008 KENWORTH LUBE TRUCK 2 2004 FORD F750 WATER TRCK 1 2008 KENWORTH T300 LUBE 1 2005 FORD F750XL WATER TK 1 2009 KENWORTH COMBO TRK 2 2005 STERLING 4000G WATER TRCK 3 MACK CEMENT TRUCK 1 2006 FORD F750XL WTR TRK 1 2011 FORD F350SD FORMAN 3 2006 PETERBILT 460091 WATER TRCK 3 2012 FORD F550SD LABR TRK 12 2007 PETERBILT 410OG WTR TRUCK 1 2012 FORD F3505D FORMAN TRUCK 4 2008 PETERBILT 4600gl WATER TRCK 1 2012 PETERBILT COMBO TRUCK 6 2012 INTERNATIONAL 4600g1 WATER TRUCK 1 2012 PETERBILT LUBE TRUCK 21 RUSTY IRON 12000GL WATER TOWERS 1 2012 KENWORTH MECHANIC TRUCK Qty# CRUSHER I ASPHALT EQUIPMENT FORLIFTSIBOBCAT/SKID STEERS 3 NORDBERG 0MNI156000NE Qty# 3 SWITCH TRAILER 4 CAT FORKLIFT 3 NORBERG JAW CRUSHER 1 BOBCAT LOADER 3 6X2 JCI SCREEN PLANT 3 2001 CAT 226 SKID STEER 2 SPOMAC LOUDOUT BNKR 1 2004 CATTH460B TLHNDLR 1 FINLAY 683 SCREEN 4 2008 JD CT322 SKID STEER 2 METSO LT300 CONE 1 2008 JD CT332 SKID STEER 4 NORBERG LT105 CRUSHER 1 2010 CAT 272C SKID STEER 3 NORDBERG HP400 CONE 1 2010 BOBCAT 5205 1 NORDBERG LT110JAW 3 THOR 36X150 RADL STCKR 2 CHIEFTAN2100 POWER SCREEN Qty# HYD. HAMMERS 8 MGL M95 RDL STACKER 1 ALLIED 805CS HAMMER 42 SPOMAC CONVEYORS 1 NPK H16X HYDR HAMMER 1 2011 POWERSCREEN WARRIOR 2 CAT H70S HAMMER 6 TELESTACKER TC 421 1 BTI TELEDYNE TB285 HAMMER 1 4X12 CEDAR RAPIDS SCREEN 1 BTI TELEDYNE TB425QA HAMMER 1 WARRIOR 2400 1 BTI TELEDYNE TB652QA HAMMER 1 PIONEER JAW PORTABLE PLANT 2 BTI TELEDYNE TB725QA HYDR HAMMER 1 USED READ CV90 SCRN ALL 4 BTI TELEDYNE TB98OX HYD HAMMER 1 READ CV40D SCREEN ALL 6 BTI TELEDYNE TB1680X HAMMER 1 ROSS 100M CONCRETE PLANT 11 BTI TELEDYNE TB2080X HAMMER 3 ASPHALT ZIPPER 48OHD 3 BTI TELEDYNE 2580X HAMMER 1 2006 CONCRETE FINISHER 1 USED BTI TELEDYNE 2575 HAMMER 1 2008 CONC PLACER W/LTS 1 2012 TOKU VZ23 HAMMER 1 2008 CONC TEXTURE/CURING 1 2008 CONCRETE PAVER 1 FINN T-330 HYDRSEEDR 1 2007 VICTOR 1100 BOWIE HYDROMULCHER 1 2001 SOLAR MESSAGE BOARD 4 2008 CMS T333 MESSAGE SIGN 2 ROME HINGE DISC PICKUPS /VANS Qty# 1 1995 FORD EXPLORER 4X4 1 1998 CHEVY 1 TN 1 1998 FORD F150 4X4-CREW 2 2000 FORD F150 4X4 1 2000 FORD F350 MECH BED 4 2002 FORD F150 4X2 1 2002 TOYOTA TACOMA-SP 1 2003 DODGE RAM 15004X2 1 2003 FORD F150 4X4 6 2004 F150 4X4 SC-TB 17 2005 FORD F150 4X4 1 2005 FORD F150 4X4-CREW 1 2005 FORD F250SD 4X4 1 2005 FORD RANGER SPCB 4X4- 1 2005 TOYOTA TACOMA 4X4 2 2006 DODGE 2500 ST QC 13 2006 FORD F150 4X4- 11 2006 FORD RANGER SPCB 4X4 3 2007 DODGE 2500 ST QC 15 2007 FORD F150 4X4- 1 2007 FORD F350 CREW CAB 4 2007 FORD RANGER 4X4 5 2007 GMC 1500 EXCB PICKUP 1 2007 TOYOTA TACOMA 4X4-MS 6 2008 FORD F150 4X4 4 2008 FORD RANGER SCB 4X4 2 2008 GMC K1500EX 4X4 2 2009 FORD F350XL TRUCK 7 FORD ECONOLINE VAN 4 FORD TAURUS 14 2011 FORD RANGER SCB 4X4 3 2011 FORD F150 SCB 4X4 SS 1 2011 TOYOTA TUNDRA 4X4 1 2012 FORD EXPLORER CLT 16 2012 FORD F150SCB 4X4 1 2012 FORD F250XL 4X4 10 2013 FORD F150XL 4X4 AS OF MARCH 13, 2013 OOOF¢LLOW BR08 IN G _ c 0 o GOODFELLOW BROS., INC.. GENERAL CONTRACTOR c pa FNFRAL CON'10' GENERAL CREDIT INFORMATION Goodfellow Bros., Inc. Principal Activity: Heavy Construction 1407 N Walla Walla Ave. Contractor's Lic. No.: GOODFB*370NO P O. Box 598 Year Business Origin: 1921 Wenatchee,WA 98807 Federal ID No.: 91-0236810 Corporate Officers: Chad S.Goodfellow, President Phone: (509) 662-7111 J. Stephen Goodfellow, CEO Fax: (509)662-2621 Daniel R Goodfellow,Vice President Website: www goodfellowbros.com Cynthia K. Beattie,Secretary Daniel R Reisenauer,Treasurer Bonding&Insurance Bonding Company Insurance Company Travelers Casualty&Surety Company of America American Contractors Insurance Company 15014t"Ave., Century Square Bldg ,Suite 1150 12222 Merit Drive,#660 Seattle, WA 98101 Dallas,TX 15251 Bonding Agent Insurance Broker Risk Solution Partners Risk Solution Partners 800 Bethel Street, Suite 201 800 Bethel Street, Suite 201 Honolulu, HI 96813 Honolulu, HI 96813 Bank References U S. Bank of Washington Bank of Hawaii 10800 N. E. 8tn St, Suite 1000 2105 Main Street Bellevue, WA 98004 Wailuku, HI 96793 Attn: Stephen Bro , (425)450-5913 Attn Bryce Thayer, (808) 856-2614 Acct. No . 153504107639 Acct No : 0060041016 Trade References Hawthorne Pacific Corporation Irrigation Systems, Inc. 95-025 Farrington Highway 368 Lehuakona Street Waipahu, HI 96797 Kahului, HI 96732 Attn- Jadayna Bright, (808) 677-9111 Attn Elaine Yamagata, (808) 871-5459 Baker Rock Resources HD Supply Waterworks P 0. Box 4900, Unit 90 602 Valley Avenue N. E. Portland, OR 97208-4900 Puyallup, WA 98372 Attn Jessica,A/R, (503) 642-2531 Attn John Bear, (602)427-9266 P 0 BOX 598 * WENATCHEE,WA 98807 0 PHONE (509)662-7111 • FAX (509)662-2621 • WWW GOODFELLOWBROS COM •GOODFB*370NO PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the underground utility trench work within one hundred fifty (150) consecutive working days and the Contract within three hundred (300) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s / Z to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: May 29, 2013 Goodfellow B.4,qInc NAM rirzA BY: Lane Shnnick, Region Manager (Print Name and Title) P O.Box 1419 Address Maple Valley,WA 98038 SE 256°St. Improvements/Madfai 51 May 9, 2013 �.tAgL15HEDWl9�t a a GOODFELLOW BROS., INC. GENERAL CONTRACTOR 0,1,OERI'm GOODPE/•�'041 Corporate Designation of Authority Of GOODFELLOW BROS., INC. The undersigned,President and Secretary of Goodfellow Bros., Inc.,a Washington corporation, pursuant to their authority as corporate officers hereby adopt the following designation of corporate authority. That the following are authorized on behalf of the Company to execute for and on behalf of the Company any and all construction contracts with owners of projects,any and all Subcontracts with Subcontractors for the construction projects, Bid Documents, Bid Bonds, Payment and Performance Bond,City and County Licenses&Permits. This authorization shall be effective through 3P day of January 2014. Western Division President - Gregory A.Peterson Contracting Officer - Kenneth F.Gift Chief Engineer - Robert K.Judge Corporate Counsel - Robert T.Takamatsu Regional Manager-Maui/Kauai/Molokai- Raymond B.Skelton Regional Manager-Oahu - Matthew L. Heahlke Regional Manager-Big Island - Edward B. Brown Regional Manager-Oregon Joseph R.Correy Regional Manager-Washington Lane N.Shinnick DATED:January 15,2013 .af�o C_' Chad S.Goodfellow - Cynthi K. Beattie President Secretary PO BOX598■WENATCHEE,WA 988076 PHONE (509)662-7111 ■FAX (609)662.2621 0 WWWGOODFELLOWBROSCOM GOODFB'370NO BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Goodfellow Bros , Inc , as Principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of "Five Percent(5%)of Bid Amount`* Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this oblii2ation is such that if the Obligee shall make any award to the Principal for SE 256t Street Improvements (Kent Kangley Road — 116th Avenue SE)/Project Number: 09-3012C According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter Into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS loth DAY OF aY A 2013. Goodfel In tAciavl Travelers Casualty and Surety Company of America SURETY Brad Wagenaar, Attorney-in-Fact 20 Received return of deposit in the sum of $ 5E 256`^St. Im prove ments/Madfai 52 May 9,2013 Prniprt Numhprr 09-1012C WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSJ� Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 224210 Certificate No. 005229838 KNOW ALL MEN BY THESE PRESENTS That Farmington Casualty Company, St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies'),and that the Companies do hereby make,constitute and appoint Paul R Botts,Brad Wagenaar,Thomas Hats,and Erica U of the City of Honolulu ,State of Hg1Nai1 ,their true and lawful Attorney(s)-m-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 15th day of October 2012 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company ?�A u`�r� y°wc°ini"'a'y O�w� INTG9 aP+,ns�q`+,� �Jp.�Y 4vc¢ ,yo ym�ry �FyA,y� � ��� NCnI a P r¢OM1aoF1 F�2 ¢� APDFN n4l u '�T a7 19.825 0 - 11 £ -.- n" a HARTFORO,`�bc�'ab19 `� 1951 2®03 �a SE AL.o 'iy`SEALcCavtN*f10, 7898 AA.t 4� M1 6Ys„ 'ebr �aaa ��. 1dY/!AtN State of Connecticut By City of Hartford ss Robert L Raney,t.nior Vice President On this the 15th day of October 2012,before me personally appeared Robert L Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Gunianty Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelei s Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the coipoiations by himself as a duly authorized officer rj,TET In Witness Whereof,I hereunto set my hand and official seal *& My Commission expires the 30th day of Tune,2016 L1G * Mai ie C Tareault,Notary Public 58440-8-12 Printed in U S A WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. SE 256th Street Improvements (Kent Kangley Road - 1161h Avenue SE) Project Number: 09-3012C NAME OF PROJECT Goodfellow Bros., Inc. NAME OF IDDER'S FIRM SIG RE OR Z D REPRESENTATIVE OF BIDDER Lane Shinnick, Region Manager SE 256� St. Improvements/Madfat 53 May 9, 2013 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (inch applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days nor Change Orders Days Required f for this Change Order -0- Working days Revised Time for Completion Working days SE 2561"St Improvements/Madfai 54 May 9, 2013 Project Number 09-3012C In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy ]. LaPorte, P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: SE 256"St. Improvements/Madfai 55 May 9, 2013 Project Number: 09-3012C BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Order of Contents.................................................................................❑ Invitation to Bid...................................................................................❑ ContractorCompliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy...........................................................................❑ Information for Bidders .......................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ ProposalSignature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 50/b of the total bid amount) Combined Declaration Form.................................................................❑ Signature....................................................................................❑ Change Order Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. SE 256th St. Improvements/Madfai 56 May 9, 2013 Project Number 09-3012C PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT Bond No. 105919292 w.sn.no.a. KNOW ALL MEN BY THESE PRESENTS: Connecticut That we, the undersigned, Goodfellow Bros. , Inc. as Principal, and Travelers Casualty and surety Company of America a Corporation organized and existing under the laws of the State of W35hkXJtaW 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 Suretyr are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $5,208, 988 59 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of SE 256`" Street Improvements (Kent Kangley Road — 116t" Avenue SE)/Project Number: 09- 3012C (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, If the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. SE 25e St. Improvements/Madfai 57 May 9,2013 TWO WITN E : Goodfellow Bros. , PRINCIPAL ( r a' e a BY: LI�1pA �JVX-- 4&-7 TITLE: r11 104 NlPtrlPLlt:12 DATE: JQNL (o 2oi3 DATE: DUNE V11- 20IS CORPORATE SEAL: PRINT NAME DATE' ���� ��� Travelers Casualty and Surety Company of America SURETY /� - CORPORATE SEAL: BY: �-f� T Travis Belling DATE: fi/5/2013 TITLE: Attorney-in-Fact ADDRESS: 1501 4th Avenue, Suite 1650 Seattle, WA 98168 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Lane Shinnick Who signed the said bond on behalf of the Principal Goodfellow Bros., Inc. Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. v 3 ►� �i f. , Af�.�J SECRETARY OR ASSISTANT SECRETARY Cynthia K. Beattie, Secetary SE 2561 St. Improvements/Madfal 58 May 9, 2013 WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER AW POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 225916 Certificate No. 005302951 KNOW ALL MEN BY THESE PRESENTS That Farmington Casualty Company, St Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company,St Paul Mercury Insurance Company Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity, and Guaranty Company are corporations duly oiganized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriter,,Inc,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies") and that the Companies do hereby make,constitute and appoint Michael R Utech,Jim Letcher, Michelle R Stasko, Irma Llaneza,Cecilia A Wallick, Peter D Verretto,James A Gravning,Jackie Fenton, Rosellly D Belo, David B Hruska, Michael R Johnson,Jody E Molenda,Judy S Buller,Katherine Lyons,Judy Sundstrom,Luke Collova,Ben Gill,Craig _ Mulligan,Tom Barbano Melissa Goto,Annika Stockton, Travis Belling, Daniel M Lewis,Kathy R Hotness,Anthony J Fugitt,Dustin P Gilmore, Darrin Oelke,Kevin Thompson,and Jared Averill of the City of Seattle ,State of Wachingt in ,their true and lawful Attorney(s)-m-Fact, each in their separate capacity if more than one is named above to sign,execute,seal and acknowledge any and all bonds,recogmzances,conditignal undertakings and other writings obligatory in the nature thereof on beball of the Companies in then business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law - — y a%ry yk.y � IN WITNESS WHEREOF the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this _ 12t11 day of December 2012 Farmington Casualty Company `' St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company ,.SII �,ftE nu N M HS 1 4 i•ry'➢0/i,�ll 6 y�9 O\ft FO SG1 4apt 1 �Ay2 4 pJP`r O9G � m� 4y �" � , WCQ9t�4ATED z Itoc yA.>r f1 W G094T�P: a M 9i i b 1 9 8 2S o 1.9� r F n: wtRTrOP!) t a441F0a1, a ��SF.AL o1 1 e SEaiL e r w CONN ra ? !U\ MUM2 7 A7 �tr '�a eat raft +'rF AIN State of Connecticut By City of Hartford ss Robert L Raney,iernor Vice President On this the 12th day of December 2012 ,before me personally appeared Robert L Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters Inc,St Paul a Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America and United States Fidelity and Guaranty Company and that he,as such being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer to Witness Whereof,I hereunto set my hand and official seal TAIL )fN My Commission eypires the 30th day of June,2016 �'OUBLle * Marit,C Tetreault Notary Public Cam'$ 58440-8-12 Printed in U S A WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc, St Paul Fire and Marine Insurance Company St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company which resolutions are now in full force and effect reading as follows RESOLVED that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,anv Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-m-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,reeognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary,and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's sea]by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-i❑-Fact and Agents pursuant to the power prescribed in his or her cemficate or their cemficates of authonty or by one or more Company officers pursuant to a written delegation of authority, and it is FURTHER RESOLVED,that the signature of each of the following officers President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-m-Pact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the natmc thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached I,Kevin E Hughes;the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct.@Qpy of the Poaet of Attorney executed by said Companies,which is in full force and effect and has not been revoked ON � IN TESTJI AONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of V y"r'~'� ,20 /3 : 8,sil Kevin E Hughes,Assistant Seciftary ?GI.SU.�r` yi..tY �rcwu T\RE q y' CT^N f NSG9 ,10.Y\.rrw., 4J'�TY IMOO V��fl�� �ga"Y� O yOWaifl�(1 VY- � ri^'•'rNtt9 0. T �1t00.POR1>E<m W`p0.Y0RA fY9Y�T2 � `9^ �'[` 1982 a [� Z n ( 11ARfFOPO i �fttAlr6fl6.� < z . r t �9n 195i � SEA in � o. a CONN lwNit Y N 1896 To verify the authenticity of this Power of Attorney call 1-800-421-3880 or contact us at www travelersbond com Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached 3 WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Goodfellow Bros . , Inc. , organized under the laws of the State of Washington located and doing business at 22035 SE Wax Rd #14, Maple Valley WA 98039 ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: SE 256th Street Improvements (Kent Kangley Road — 116`h Avenue SE)/Project Number: 09-3012C in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2012 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed. Underground utility trench work shall be completed within one hundred fifty (150) consecutive working days and the Contract to be completed within three hundred (300) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. SE 25e St Improvements/Madfai 59 May 9, 2013 Project Number 09-3012C 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. SE 256`" St Improve ments/Madfa1 60 May 9, 2013 Project Number 09-3012C CITY OF KENT BY: S E CO KE, MAYOR TE: ATT 4 O , CLERK APPrQ) D AST FOR KENT LAW DEPARTM CONTRACTO BY: PRIN AME: Lane Shinnic TITLE: Region Manager DATE: June 5th 2013 SE 256'h St Improvements/Madfai 61 May 9, 2013 Project Number: 09-3012C EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. SE 2561" St Improvements/Madfai 62 May 9, 2013 Project Number. 09-3012C EXHIBIT A (continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. SE 256`^ St. Improvements/Madfai 63 May 9, 2013 Project Number 09-3012C EXHIBIT A (continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. SE 256" St Improvements/Madfai 64 May 9, 2013 Pro3ect Number 09-3012C ' ® DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 6/5/2013 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(fes) 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 Insook Kim NAME Risk Solution Partners, LLC PHOAIC.NE (808)954-7475 FAC IAI -Nol (806)954-7444 800 Bethel Street EAI -ML insook®risksolutionpartners.com Suite 201 INSURER(S)AFFORDING COVERAGE NAIC# Honolulu HI 96813 INSURERA American Contractors Insurance 12300 INSURED INSURERS Zurich American Insurance Co. 16535 Goodfellow Bros., Inc. INSURERC Starr Indemnity & Liability38318 P.O. BOX 598 INSURER INSURER E Wenatchee WA 98807 INSURER COVERAGES CERTIFICATE NUMBER:1314 GL/AL/EL/XSI 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED 100.000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADEOCCUR X Y GL13000036 /1/2013 /1/2014 MED EXP(Any one person) $ 5,000 primary PERSONAL&ADV INJURY $ 2,000,000 L13X000036 6/1/2013 /1/2014 GENERAL AGGREGATE $ 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER xcess PRODUCTS-COMPIOP AGG $ 51000,000 POLICY X I PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eaacadent 2 000 000 X ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED X Y AP3739140-04 6/1/2013 /1/2014 BODILY INJURY(Peracclden0 $ AUTOS AUTO NON OWNED PROPERTY DAMAGE X HIREDAUTOS N AUTOS Per accident I $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 C, X EXCESS LIAR CLAIMS-MADE 1000020089 6/1/2013 /1/2014 AGGREGATE $ 1,000,000 DED RETENTION X I Y I $ A Xpt0Bltl ((8BN.5 AI0K Y GL13000036 (WA STOP GAP) 6/1/2013 /1/2014 1 WCSTATU- OTH- )�)(EMPLOYERS'LIABILITY FIR ANY PROPRIETOR/PARTNERIEXECUTIVE Y❑ NIA primary EL EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? L13X000036 6/1/2013 /1/2014 (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ 1,000,000 If yes describe under excess DESCRI PTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) WASHINGTON - GBI JOB #2659 - BE 256TH STREET IMPROVEMENTS (KENT KANGLEY ROAD - 116TH AVENUE SE) PROJECT NO. : 09-3012C. Additional Insured if required by written contract: City of Kent. Endorsement 9. Coverage is primary and non-contributory. Waiver of Subrogation applies to the General Liability, Automobile Liability, Excess Liability and Employers Liability policies. 30 day notice of cancellation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Kent ACCORDANCE WITH THE POLICY PROVISIONS Public Works Department 400 West Gowe AUTHORIZED REPRESENT VE Kent, WA 98032 i ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION All rights reserved INS025(201005)01 The ACORD name and logo are registered marks of ACORD 556 ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization City of Kent Who Is An Insured(Section II)is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work"for that insured by or for you With respect to these additional insureds,this insurance does not apply to"bodily injury,""property damage"or "personal and advertising injury"arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving or failure to prepare or approve maps, drawings,opinions, reports, surveys,change orders,designs or specifications; or (2) Supervisory, inspection or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you or on your behalf with respect to the operations described above This endorsement shall not apply to a person or organization if any other additional insured endorsement attached to this policy specifically applies to that person or organization The insurance afforded herein only applies to the extent permitted by applicable state taw, including statutes governing additional insured coverage in the construction industry This insurance is excess to any other insurance,whether primary, excess, contingent or on any other basis, available to the additional insured unless a written contract requires that this insurance be primary or primary and non- contributing However, this insurance is always excess to other insurance,whether primary,excess, contingent or on any other basis,when the additional insured has been added to the other insurance as an additional insured. Nothing herein contained shall be held to vary, after,waive or extend any of the terms, conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 06/0112013 Policy No GL13000036&GL13X00036 Endorsement No•9 Policy Effective 06/01/2013 Insured Goodfellow Bros, Inc Insurance Company American Contractors Insurance Company Risk Retention Group -6 LIZ,, Countersigned By 1 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person(s)or Organization(s)- City of Kent The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS)is amended by the addition of the following- We waive any right of recovery we may have against the person or organization shown in the Schedule above 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" This waiver applies only to the person or organization shown in the Schedule above Nothing herein contained shall be held to vary, alter,waive or extend any of the terms,conditions, provisions, agreements or limitations of the mentioned Policy, other than as above stated I I F i I I This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated (The Information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 06/0112013 Policy No GL13000036&GL13XD0036 Endorsement No 16 Policy Effective 06/01/2013 Insured Goodfellow Bros, Inc Insurance Company American Contractors Insurance Company Risk Retention Group \\ V V Countersigned By -------- 4 , POLICY NUMBER BAP3739140-04 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies Insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement Identities person(s) or organizatfon(s)who are'insureds"under the Who Is An Insured Provision of the Coverage Fonn.This endorsement does not after coverage provided In the Coverage Form. This endorsement changes the policy effective on the Inception date of the policy unless another date Is Indicated below. Endorsement EHective:0 6/0 112 0 1 3 Countersigned Named Insured: Goodfellow Bros. , Inc. SCHEDULE Noma of Person(e)or Oroanlzation(s): City of Kent (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule Is an Insured'for Liability Coverage, but only to the extent that person or organization qualities as an Insured"under the Who Is An Insured Provision contained In Section II of the Coverage Form. CA 20 48 02 9B Copyright, Insurance Services Office,Inc., 19M Page 1 of 1 O ApAN Cagy P KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ........................................1-1 1-01 Definitions and Terms.........................................................1-1 1-02 Bid Procedures and Conditions.............................................1-2 1-03 Award and Execution of Contract..........................................1-5 1-04 Scope of the Work ............................................................. 1-6 1-05 Control of Work .................................................................1-9 1-06 Control of Material ........................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public.................. 1-19 1-08 Prosecution and Progress .................................................. 1-30 1-09 Measurement and Payment ............................................... 1-34 1-10 Temporary Traffic Control ................................................. 1-36 DIVISION 2 EARTHWORK.............................................................2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ............................2-1 2-02 Removal of Structures and Obstructions................................2-1 2-03 Roadway Excavation and Embankment .................................2-6 2-06 Subgrade Preparation.........................................................2-7 2-07 Watering .........................................................................2-7 2-12 Construction Geosynthetic...................................................2-8 2-13 Excavation and Handling of Contaminated Material .................2-9 DIVISION 4 BASES.......................................................................4-1 4-03 Gravel Borrow ...................................................................4-1 4-04 Ballast and Crushed Surfacing .............................................4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .................5-1 5-04 Hot Mix Asphalt .................................................................5-1 DIVISION 6 STRUCTURES ............................................................6-1 6-02 Concrete Structures ...........................................................6-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS..................7-1 7-04 Storm Sewers ...................................................................7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells.........................7-2 7-08 General Pipe Installation Requirements .................................7-7 7-09 Water Mains.................................................................... 7-13 7-12 Valves for Water Mains ..................................................... 7-18 7-14 Hydrants ........................................................................ 7-20 7-15 Service Connections......................................................... 7-22 7-17 Sanitary Sewers .............................................................. 7-28 SE 2561h St. Improvements/Madfai May 9, 2013 Project Number 09-3012C KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ............................8-1 8-01 Erosion Control and Water Pollution Control...........................8-1 8-02 Roadside Restoration..........................................................8-9 8-03 Irrigation Systems ........................................................... 8-13 8-04 Curbs, Gutters, and Spillways............................................ 8-14 8-06 Cement Concrete Driveway Entrances................................. 8-15 8-09 Raised Pavement Markers ................................................. 8-16 8-12 Chain Link Fence and Wire Fence ....................................... 8-16 8-13 Monument Cases ............................................................. 8-18 8-14 Cement Concrete Sidewalks .............................................. 8-18 8-18 Mailbox Support .............................................................. 8-20 8-19 Wooden Fences ............................................................... 8-20 8-20 Illumination, Traffic Signal Systems, and Electrical ............... 8-22 8-21 Permanent Signing........................................................... 8-26 8-22 Pavement Marking ........................................................... 8-27 8-23 Temporary Pavement Markings.......................................... 8-29 8-24 Rock Wall .....................................: ............................... 8-29 8-27 Handrails 8-28 Pothole Utilities ............................................................... 8-31 8-30 Protect Signs,.................. .......... .......... ...................... 8-32 8-32 Undergrounding of Electrical Facilities................................. 8-33 8-37 Field Trailer..................................................................... 8-38 DIVISION 9 MATERIALS...............................................................9-1 9-03 Aggregates .......................................................................9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls .........................9-3 9-14 Erosion Control and Roadside Planting ..................................9-3 9-16 Fence and Guardrail ...........................................................9-7 9-28 Signing Materials and Fabrication .........................................9-7 9-29 Illumination, Signal, Electrical..............................................9-8 9-30 Water Distribution Materials .............................................. 9-17 KENT STANDARD PLANS .................................................................. A-1 WSDOT STANDARD PLANS............................................................... A-2 SPECIAL DETAILS ............................................................................ A-3 METRO TRANSIT STANDARD PLANS ................................................ A-4 NEW WATER MAIN CONNECTION PROCEDURES............................... A-5 TRAFFIC CONTROL PLANS ............................................................... A-6 SE 256th St Improvements/Madfai May 9, 2013 Project Number 09-3012C KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE GEOTECHNICAL REPORT................................................................. A-7 PROJECTSIGNS.............................................................................. A-8 PREVAILING WAGE RATES.............................................................. A-9 SE 256"1 St Improvements/Madfai May 9, 2013 Project Number 09-3012C 1 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations CWSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01,2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: SE 256t" St Improvements/Madfai 1 1 May 9, 2013 Project Number 09-3012C 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SE 256`" St Improvements/Madfai 1 - 2 May 9, 2013 Project Number 09-3012C SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State SE 2561h St Improvements/Madfai 1 - 3 May 9, 2013 Project Number. 09-3012C Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SE 256h St Improvements/Madfai 1 - 4 May 9, 2013 Project Number 09-3012C SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT A WARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. SE 2561h St Improvements/Madfai 1 - 5 May 9, 2013 Project Number 09-3012C Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-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 City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1-03.4 Contract Bond 5. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee period. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SE 256 1h St Improvements/Madfai 1 6 May 9, 2013 Project Number 09-3012C SECTION 1-04.2 IS REVISED BY DELETING ITEMS I THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SE 256`^ St Improvements/Madfai 1 - 7 May 9, 2013 Project Number. 09-3012C SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations are part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor will obtain those permits before putting the site to its intended use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. Potential locations for a staging and storage area are shown on the plans. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein. Should the Contractor choose not to use the City-provided staging and storage area(s); the Contractor may pursue a different location. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. All costs associated with the use of the City-provided site are included in the individual bid items. Should the Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. SE 256`" St Improvements/Madfai 1 - 8 May 9, 2013 Project Number: 09-3012C 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(7) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.4 of the Kent Special Provisions. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's SE 256`" St Improvements/Madfai 1 - 9 May 9, 2013 Project Number 09-3012C operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Vacant 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or"down" time as a result of any replacement of SE 2561h St Improvements/Madfat 1 - 10 May 9, 2013 Project Number, 09-3012C control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition SE 256`' St Improvements/Madfai 1 - 11 May 9, 2013 Project Number. 09-3012C stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. SE 2561" St Improvements/Madfai 1 - 12 May 9, 2013 Project Number 09-3012C 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract, the Engineer may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. 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 the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No 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 City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.10 Guarantees The Contractor shall be available approximately sixty (60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of city facilities, the work necessary to correct the items listed. SE 256'N St Improvements/Madfai 1 - 13 May 9, 2013 Project Number 09-3012C SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1. The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or 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 remain 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. However, 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, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer 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, if necessary, 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 all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all SE 2561h St Improvements/Madfai 1 - 14 May 9, 2013 Project Number 09-3012C corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, 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 that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. SE 256t' St Improvements(Madfai 1 - 15 May 9, 2013 Project Number. 09-3012C Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING. 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects that may occur within the project's vicinity are as follows: SFS Plat - a 45 lot residential development at SE 252nd St. and 114t' Ave. SE, SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be SE 256`h St Improvements(Madfai 1 - 16 May 9, 2013 Project Number 09-3012C considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 1 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, SE 256" St Improvements/Madfai 1 - 17 May 9, 2013 Project Number: 09-3012C delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.6(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph . The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. SE 256`" St Improvements/Madfai 1 - 18 May 9, 2013 Project Number 09-3012C The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. SE 2561h St. Improvements/Madfai 1 - 19 May 9, 2013 Project Number 09-3012C SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 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 shall contact the Washington State Department of Revenue for answers to questions in this area. The City 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 bid item 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 City 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 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related 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., 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 a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax 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 apply to the construction and repair 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; sewers and sewage disposal systems unless those 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 the street or road lighting system; and installing or attaching of any article of SE 256`h St Improvements/Madfai 1 - 20 May 9, 2013 Project Number 09-3012C tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City 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 City 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 City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: SEPA DOE Construction Stormwater General Permit The City is applying for a Hydraulic Project Approval (HPA) through the Washington Department of Fish and Wildlife (WDFW) for impacts to the wetland located on the north side of the road near STA 21+00. No work shall occur within this wetland until notified by the Engineer that the permit has been issued. It is expected that the permit will be issued by June 30, 2013. Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SE 256th St Improvements/Madfai 1 - 21 May 9, 2013 Project Number 09-3012C SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING. 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. SE 256`" St Improvements/Madfai 1 - 22 May 9, 2013 Project Number 09-3012C rr 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Tonna Baruso Jerry Steele (253) 372-5360 (206) 391-1763 (206) 387-3263 (cell) Puget Sound Eneray Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (253) 381-6714 (cell) (425) 766-1740 SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SE 256`" St. Improvements/Madfai 1 - 23 May 9, 2013 Project Number: 09-3012C 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall conduct all operations with the least possible obstruction and inconvenience to the public. The Contractor shall have under construction no greater length or amount of work than can be prosecuted properly with due regards to the rights of the public. To the greatest extent possible, the Contractor shall finish each section before beginning work on the next. In addition to the requirements of Section 1-07.23(1), the Contractor shall comply with the following restrictions when performing work on SE 256th Street. The Contractor shall maintain at least one lane that is safe and accessible to the local traffic and public services along SE 256th Street during the life of the project. The Contractor shall maintain a safe and accessible pedestrian access along SE 256th Street that is well marked and free from construction equipment and materials. 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, sidewalks, and pedestrian and bicycle 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 City's expense. The Contractor shall also maintain roads, streets, sidewalks, pedestrian and bicycle paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the City on all projects. Cleanup of snow and ice control debris will be at the City's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede pedestrians, bicyclists, and motor traffic, or that creates a hazard. 2. Keep existing traffic signal and highway, road or street lighting systems in operation as the work proceeds. The City will continue routine maintenance on these traffic signal and lighting systems. 3. Maintain the striping and other channelization markings on the roadway at the Contractor's expense. The Contractor shall be responsible for scheduling when to renew striping or channelization, subject to the approval of the Engineer. When the scope of the project does not include work on the roadway, the SE 2561h St Improvements/Madfat 1 - 24 May 9, 2013 Project Number 09-3012C City will be responsible for maintaining the striping and other channelization markings. 4. Maintain existing permanent signing. Repair of signs will be at the City's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of stormwater. Cleaning of existing drainage structures within the project limits will be at the Contractor's expense when flow is impaired due to the Contractor's operations. Routine cleaning of existing drainage structures will be at the City's expense when the Engineer determines that flow is not impaired due to the Contractor's operations. 6. Whether or not the Contractor is on-site, when ordered by the Engineer, the Contractor shall immediately mobilize forces to place any asphalt concrete pavement, cold plant mix, crushed surfacing gravel and/or gravel borrow as the Engineer deems necessary to provide a smooth, even roadbed, pedestrian path and bicycle path. This work will be paid for under unit contract prices, but no adjustment in payments will be considered for any additional costs necessary to install the required surfacing material. If the Contractor fails to comply, the Engineer may order the work done by others and deduct the costs from any payments due or coming due the Contractor. To protect the rights of abutting property owners, the Contractor shall: 1. Conduct the construction so that the least inconvenience as possible is caused to abutting property owners; 2. Maintain ready access to sidewalks, pedestrian and bicycle paths, driveways, houses and buildings along the line of work; 3. Provide temporary approaches to crossing or intersecting roads, streets, sidewalks, pedestrian and bicycle paths, and keep these approaches in good condition; and 4. Provide another access before closing an existing one whenever the contract or work requires removing and replacing an abutting owner's access. 5. Confine construction operations to one side of the roadway at a time, unless the Traffic Control Plan (TCP) approved by the City's Traffic Control Supervisor (TCS) clearly indicates otherwise. When traffic must pass through grading areas, the Contractor shall: 1. Make cuts and fills that provide a reasonably smooth even roadbed, street, pedestrian and bicycle path; 2. Place, in advance of other grading work, enough fill at all culverts and bridges to permit vehicle, pedestrian and bicycle traffic to conveniently and safely cross; 3. Make roadway cuts and fills, if ordered by the Engineer, in partial width lifts, alternating lifts from side to side to permit vehicles, pedestrians, and bicyclists to conveniently and safely travel on the side opposite the work. SE 2561h St. Improve ments/Madfai 1 - 25 May 9, 2013 Project Number 09-3012C 4. Install culverts on half the width of the traveled way, keeping the other half open and unobstructed to vehicles, pedestrians, and bicyclists until the first half is ready for use. 5. After rough grading or placing any subsequent layers, prepare the final roadbed and pedestrian and bicycle paths to a smooth, even surface (free of humps and dips) suitable for use by public vehicles, pedestrians and bicyclists (compacted surface of crushed and compacted gravel at a minimum); and 6. Settle dust with water, or other dust palliative, as the Engineer may order. If grading work is on or next to a roadway, street, sidewalk, pedestrian or bicycle path in use, the Contractor shall finish the grade immediately after rough grading and place surfacing materials as the work proceeds. When an adjacent sidewalk, pedestrian or bicycle path is in use, the Contractor shall immediately place and compact crushed surfacing to a width, line and grade conforming to federal ADA requirements after rough grading is complete. The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway, shoulder, street, sidewalk, or pedestrian or bicycle path) left exposed to traffic during working and nonworking hours. Unless otherwise specified in the approved TCP, drop-offs left exposed to traffic shall be protected as follows: 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists, pedestrians, and bicyclists of the condition. 2. Drop-offs more than 0.20 foot that are in the traveled way, shoulder, auxiliary lane, sidewalk, or pedestrian or bicycle path will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the traveled way, shoulders, auxiliary lanes, pedestrian or bicycle path shall be protected with appropriate warning signs and further protected by having at least one of the following: a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type II barricades, plastic safety drums, or other approved devices 36 inches or more in height) placed along the traffic side of the drop-off, and a new edge of pavement stripe placed a minimum of 3 feet from the edge of the drop-off. The maximum spacing between the devices in feet shall be the posted speed limit in miles per hour. Pavement drop-off warning signs, sidewalk drop-off warning signs, and pedestrian or bicycle path drop-off warning signs shall be placed in advance and throughout the drop-off treatment. c. Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off with 1 foot between the drop-off and the back of the barrier, and a new edge of SE 2561h St. Improvements/Madfa1 1 - 26 May 9, 2013 Project Number, 09-3012C pavement stripe a minimum of 2 feet from the face of the barrier. An approved terminal, flare, or impact attenuator will be required at the beginning of the section. For night use, the barrier shall have approved warning lights. 4. Drop-offs more than 0.50 foot not within the traveled way, shoulders, auxiliary lanes, or sidewalks, or bicycle or pedestrian paths, shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, and/or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet; b. The total length throughout the project is less than 300 feet; c. The drop-off does not remain for more than three working days; d. The drop-off is not present on any of the holidays listed in Section 1-08.4; e. The drop-off is only one side of the roadway. 5. Drop-offs more than 0.50 foot that are not within the traveled way, shoulder, auxiliary lane, sidewalk, pedestrian or bicycle lane, and are not otherwise covered by No. 4 above, shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the traveled way, shoulder, or auxiliary lane shall have steel plate covers placed and anchored over them. A wedge of suitable material, shall be placed for a smooth transition between the pavement and the steel plates where required. Open trenches within sidewalks, or pedestrian or bicycle paths shall not be permitted unless a suitable detour route is provided. Warning signs shall be used to alert motorists, pedestrians, and bicyclists of the presence of the steel plates, or pedestrian, or bicycle detour. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of the work covered by the contract. The Contractor shall perform any measures or actions the Engineer may deem necessary to protect the public and property. The responsibility and expense to provide this protection shall be the Contractor's except that which is to be furnished by the City as specified in other sections of these specifications. Nothing contained in this contract is intended to create any third-party beneficiary rights in favor of the public or any individual utilizing the highway, road, or street facilities being constructed or improved under this contract. The Contractor shall keep all traffic lanes, shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes clear of equipment and materials during nonworking hours unless otherwise shown on the TCP approved by the City's TCS. The Contractor shall not keep equipment and/or materials stored within 12 feet from the edge of the traveled way, unless protected by permanent guardrail, concrete barrier, or other device approved by the Engineer. The Contractor's employees and agents shall not park private vehicles within or along the traveled way, SE 256`" St Improvements/Madfai 1 - 27 May 9, 2013 Project Number 09-3012C shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes when those public access areas are open to public travel. SECTION 1-07.23(2) IS DELETED AND REPLACED BY THE FOLLOWING: 1-07.23(2) Construction and Maintenance of Detours SE 256th Street shall be closed to through traffic and open to local traffic only. The Contractor shall maintain access to local traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to local traffic, and remove the following items when no longer needed: 1. Detours that will accommodate traffic diverted from the roadway during construction, 2. Detour crossings of intersecting highways, streets, or roads, and 3. Temporary approaches. Unit contract prices will cover construction, maintenance, and removal of all detours shown in the plans or proposed by the City. The Contractor shall pay all costs to build, maintain, and remove any other detours, whether proposed for the Contractor's convenience or to facilitate construction operations. Any detour proposed by the Contractor shall not be built, or used, until the Engineer approves. Surfacing and paving of built detours shall be consistent with traffic requirements. Upon failure of the Contractor to immediately provide, maintain, or remove detours or detour bridges when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, provide, maintain, or remove the detours or detour bridges and deduct the costs from any payments due or coming due the Contractor. SECTION 1-07.23 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.23(3) Temporary Street Closures SE 256t" Street shall be closed to through traffic during construction. The costs for the associated work for that road closure shall be paid for under the traffic control bid items contained within the contract proposal. The closure to through traffic shall be limited to 240 days from the Notice to Proceed. Prior to reopening the roadway to through traffic the roadway, at a minimum, must be paved with the preliminary pavement lifts up to the final overlay and be fully striped with temporary pavement markings to the satisfaction of the Engineer. SE 2561h St Improvements/Madfat 1 - 28 May 9, 2013 Project Number 09-3012C Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and remove signs; or to provide, erect, maintain other traffic control devices when shown on the approved TCP for the temporary road closure, or when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, perform any of the above and deduct the costs from any payments due or coming due the Contractor. 1-07.23(4) Road Maintenance Until Accepted in writing by the Engineer, the Contractor will maintain all roads within the confines of the project in a condition satisfactory to the Engineer. This shall include periodic grading of any street, detour, etc., on which traffic is allowed, wherever, in the opinion of the Engineer, such grading is required. When construction operations are such that debris from the work is deposited on the streets, the Contractor shall cover all loads, and as a minimum, remove on a daily basis, any deposits or debris which may accumulate on the roadway surface. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all clay or other deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with the Contractor's obligation is assured or, the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these Contract requirements, including cleaning of the streets, shall be deducted from monies due or to become due the Contractor on monthly estimate. The Contractor shall have no claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. All costs in connection with the above work, including labor, materials, tools and equipment, shall be considered as incidental to the construction, and payment thereof shall be included in the unit Contract price of other bid items. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. SE 256' St Improvements/Madfai 1 - 29 May 9, 2013 Project Number 09-3012C It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. SE 2561" St Improvements/Madfai 1 - 30 May 9, 2013 Project Number 09-3012C The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8- hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight SE 256" St Improvements/Madfai 1 - 31 May 9, 2013 Project Number 09-3012C time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m, and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1. If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to SE 256" St Improvements/Madfai 1 - 32 May 9, 2013 Project Number 09-3012C meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH. 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those SE 256" St Improvements/Madfai 1 - 33 May 9, 2013 Project Number 09-3012C records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1. ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1. Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING. 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. SE 256" St Improvements/Madfai 1 - 34 May 9, 2013 Project Number 09-3012C 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within SE 256" St. Improvements/Madfai 1 - 35 May 9, 2013 Project Number 09-3012C the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. 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 that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: SE 256`" St Improvements/Madfai 1 - 36 May 9, 2013 Project Number 09-3012C Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section SE 256" St Improvements/Madfai 1 - 37 May 9, 2013 Project Number 09-3012C 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10 3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Type III Barricade" per each will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barricades to a new location in accordance with the plans, approved traffic control plans (TCPs), or as ordered by the Engineer, or moving barricades to or from temporary storage, as approved by the Engineer, will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: SE 256" St. Improvements/Madfai 1 - 38 May 9, 2013 Project Number 09-3012C 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. SE 256t' St Improvements/Madfai 1 - 39 May 9, 2013 Project Number 09-3012C DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING. AND ROADSIDE CLEANUP SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 Description The project area includes all ground from right of way to right of way and between project starting station to project ending station as shown on the plans. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. All replaced fire hydrants 2. All hand railing between STA 35+00 left to STA 38+50 left 3. The 8" meter removed from vault at STA 8+70; 54' left 4. Existing luminaire poles and heads between STA 35+00 to STA 38+50 The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. 5821 S. 2401h St., Kent All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: SE 256`' St Improvements/Madfai 2 - 1 May 9, 2013 Project Number 09-3012C 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-pr03ect site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SE 256`h St Improvements/Madfai 2 - 2 May 9, 2013 Project Number 09-3012C SECTION 2-02.5 TS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for `Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid price = additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 - 6) x $2.00 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for "Remove Existing Cement Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete pavement from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid price =additional l 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 - 6) x $2.00 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for"Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and SE 256th St Improvements/Madfai 2 - 3 May 9, 2013 Protect Number 09-3012C remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Asbestos Pipe Removal and Disposal" constitutes complete compensation for all labor, materials, testing, tools, supplies and equipment required to analyze, identify, remove, package, haul and dispose of asbestos pipe or material, encountered and conflicting with new underground systems installed with this project, where noted on the plans or directed by the Engineer. See Section 7-08.3(2)K. Disposal shall be in compliance with all state and federal laws. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. "Removal of Traffic Islands and/or Traffic Curb", lineal foot. The unit contract price per each for "Remove Existing Junction Boxes" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to remove Junction boxes identified on the plans or as directed by the Engineer for disposal off-site by the Contractor. The unit contract price per each for "Remove Existing Luminaires" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to remove existing luminaire pole, base and appurtenances; delivery of the pole to the City or Contractor storage yard for reuse, and the disposal of base and appurtenances off- site by the Contractor. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. "Remove Existing Type 1 Catch Basin" "Remove Existing Type 2 Catch Basin" "Remove Existing Manhole" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the SE 256`^ St Improvements/Madfai 2 - 4 May 9, 2013 Project Number 09-3012C plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid price = additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/LF then its additional compensation for the extra thickness would be: x $2.00 (8 - 6) 6 = $0.67/LF in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. "Remove and Dispose of Existing Guard Post" per each "Remove and Dispose of Boulder at STA 26+70 and STA 27+12" per each "Remove and Dispose of Existing Rockery" per square foot The unit contract price per each or square foot for the above items constitutes complete compensation for furnishing all labor, material, tools, supplies and equipment necessary to remove the guard post, boulder and rockery as shown on the plans or as directed by the Engineer for disposal off-site by the Contractor. The unit contract price per square foot for "Remove Existing Block Wall" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing block wall as shown on the plans or as directed by the Engineer for salvage to the property owners. SE 256`" St Improvements/Madfai 2 - 5 May 9, 2013 Project Number 09-3012C The lump sum contract price for "Relocate Existing Business Sign at STA 17+10" shall be considered complete compensation for all labor, materials and equipment required to relocate the sign as shown on the plans. This item shall include but not be limited to: excavation, relocation of the sign, removal of the base or foundation, relocating the existing light, new conduit wiring Junction box, install new base and foundation, backfilling, compacting, cleanup and disposal. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment The unit contract price per cubic yard for "Stormwater Pond Excavation, Incl. Haul" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to excavate, rough grade, disposal of material, fine grade, and stabilize slopes with hydroseed, sod, or rip rap as necessary or designated by the Engineer, to the elevations shown on the plans and specifications. Pond work to be sequenced to allow the excavation and modifications to one pond while the other remains in service. Contractor shall provide schedule and proposed construction methods of work to Engineer one week prior to beginning work on ponds, for approval. SE 25e St Improvements/Madfai 2 - 6 May 9, 2013 Project Number 09-3012C 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not SE 256'h St Improvements/Madfai 2 - 7 May 9, 2013 Project Number 09-3012C be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. SECTION 2-07.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-07.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per hour for "Watering" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, and apply water for compacting embankments, constructing subgrade, and placing of crushed surfacing as shown on the plans, described in the specifications, or as the Engineer requires. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SE 2561h St Improvements/Madfai 2 - 8 May 9, 2013 Project Number: 09-3012C SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric, Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. DIVISION 2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL 2-13.1 Description 2-13.1(A) General This section includes specifications for excavation, handling, and disposal of contaminated soil that is present within the work area. Provide all necessary labor, equipment, material, etc. to complete the scope of work under this section. The Contractor shall perform soil excavation and other tasks in this Section at the direction of the Engineer, in accordance with the applicable local, state, and federal statutes, regulations, standards, and requirements including, but not limited to, State Model Toxics Control Act (MTCA), Chapter 70.105D Revised Code of Washington (RCW), Washington Dangerous Waste Regulations, Washington Department of Labor and Industry (L&I), and the accepted Contaminated Material Handling (CMH) Plan. This section includes the requirements for preparation of CMH Plan. There is a possibility of petroleum contaminated soil starting from approximately STA 6+00 to STA 8+00. Soil samples shall be collected and tested to see if the existing soils in the area are in fact contaminated. The Contractor shall notify the Engineer immediately of any findings of contaminated soils. The Contractor shall provide/obtain all necessary notifications and permits to complete the work at no additional cost to the City. SE 256th St Improvements/Madfai 2 - 9 May 9, 2013 Project Number, 09-3012C 2-13.1(B) Scope of Work Work includes excavation, handling, transportation, and offsite disposal of contaminated soil that may be encountered during the work. The surface soil above the contaminated soil may be reused on site. All excess contaminated soil excavated from below existing grade shall be transported and disposed offsite in a permitted, Subtitle D landfill. Work required by the Contract shall be performed in a safe and environmentally acceptable manner. The Contractor shall provide for the safety of site personnel, City personnel, personnel representing third party stakeholders, and the public for the duration of the Contract. 2-13.1(C) Submittals Submit a CMH Plan to the Engineer for review and acceptance with thirty (30) calendar days after Notice to Proceed. No work shall be performed in the contaminated area, with the exception of inspections and surveys, until the acceptance of the Plan by the Engineer. The Contractor shall allow ten (10) calendar days for Engineer's review in their schedule. No adjustments for time or money will be made if re- submittals of CMH Plan are required due to deficiencies. The CMH Plan shall include, at a minimum: 1. Schedule of activities. 2. Site-specific Health and Safety Plan (HASP). Some detailed guide for preparation of the HASP is provided in Appendix A-10. 3. Methods and procedures of excavation and equipment to be used. 4. Contaminated material staging and storing procedures, and proposed locations. 5. Identification of licensed transporters and disposal facilities; contact information for the same. 6. Proposed haul routes. 7. Decontamination procedures. 8. Spill prevention and cleanup procedures. 9. Stormwater management. 10. Procedures for documenting and reporting any new finds and/or release of contaminants, to the Engineer. Submit closeout documentation to the Engineer as it becomes available including, but not limited to surveys, logs, weight tickets, waste profile, etc. 2-13.2 Excavation and Handling of Contaminated Material 2-13.2(A) Existing Features and Utilities The Contractor shall take necessary precautions to avoid damage to existing features, their appurtenances, or utilities that may be affected by the work. The Contractor shall coordinate with the Engineer and/or property owner to locate underground utilities prior to the start of construction. Any damage to existing site features and utilities not SE 256" St Improvements/Madfai 2 - 10 May 9, 2013 Project Number. 09-3012C designated for removal or alteration shall be repaired by the Contractor at no additional cost to the City. 2-13.2(B) Excavation Notify the Engineer at least seven (7) calendar days prior to the start of excavation in areas of suspected contaminated material, unless otherwise noted. Excavation shall be in compliance with the accepted CMH Plan and performed such that contaminated material with concentration greater than 2,000 mg/kg petroleum hydrocarbon in diesel or oil range is not mixed with uncontaminated material with concentration less than 2,000 mg/kg diesel or oil. Contractor shall segregate suspected soils based on odor, in 50 cubic yards stockpiles and characterize. Characterization samples shall consist of a composite of 5 discrete samples. Samples shall be analyzed for gasoline; benzene, toluene, ethylbenzene, xylenes (BTEX); diesel; and oil. Soils exceeding any of the concentrations in MTCA Method A limits, listed below, shall be disposed offsite as petroleum contaminated soil. Soils with concentrations less than the MTCA Method A cleanup level may be re-used as backfill. Gasoline 100 mg/kg; 30 mg/kg if benzene is present Diesel 2,000 mg/kg Oil 2,000 mg/kg Benzene 0.03 mg/kg Toluene 7 mg/kg Ethylbenzene 6 mg/kg Xylenes 9 mg/kg Excavation deeper than 4 feet requiring personnel entry shall be adequately sloped or shored in accordance with WAC 296-62. Schedule and sequence excavation and installation activities such that dewatering will not be required. 2-13.2(C) Backfill All excess contaminated soil from the designated area, as well as any contaminated soil identified by the Engineer shall be disposed offsite in accordance with Section 2-13.2(E). The backfill shall be placed in compacted layers in accordance with earthwork requirements. 2-13.2(D) Contaminated Material Staging Contaminated material shall be loaded directly into plastic lined trucks or roll-off boxes for offsite disposal or accumulated on site for disposal at the completion of excavation. Contaminated material staging area shall be lined with double layer or 6-mil plastic sheeting with perimeter berm of at least 6 inches high. Cover the contaminated material with 6-mil plastic sheeting to prevent direct precipitation and weigh it down as required to maintain the cover. SE 256`" St Improvements/Madfai 2 - 11 May 9, 2013 Project Number: 09-3012C 2-13.2(E) Transportation and Disposal Load excess contaminated material for offsite disposal. Transportation of contaminated material for offsite disposal shall be in accordance with Department of Transportation (DOT) and other federal, state, and local regulations, requirements, and standards. Provide a copy of the transporter's state license to the Engineer. Dispose of the excess contaminated soil in a permitted Subtitle D landfill. The Contractor shall coordinate all activities with landfill in compliance with applicable regulations, standards, and requirements. Provide a copy of the landfill waste profile or acceptance letter to the Engineer. 2-13.3 Management Measurement for the soil excavated and disposal shall be per ton of material disposed off-site as measured by the certified scale at the receiving landfill. An original of the scale tickets shall be furnished to the Engineer. 2-13.5 Payment "Contaminated Soil Excavation, Testing, Transportation and Disposal" Payment for the excavation, testing, loading, transportation, and disposal of contaminated soil shall be per force account for all work required for this bid item. SE 256t" St Improve ments/Madfa1 2 - 12 May 9, 2013 Project Number 09-3012C DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4- 04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. SE 256`h St Improvements/Madfai 4 - 1 May 9, 2013 Pra3ect Number 09-3012C 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BYADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work, utility trench and vault excavation or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. SE 2561" St Improvements/Madfai 4 - 2 May 9, 2013 Project Number 09-3012C DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(3)A IS DELETED IN ITS ENTIRETY. 5-04.3(3)A Material Transfer Device/Vehicle SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix Submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1. Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the SE 2561h St Improvements/Madfai 5 - 1 May 9, 2013 Project Number 09-3012C specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1 1/2 inch. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. SECTION 5-04.3(i0) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. SE 256' St Improvements/Madfai 5 - 2 May 9, 2013 Project Number 09-3012C At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). HMA Class 3/8 inch PG 64-22 preleveling mix shall be compacted to 92 percent of the maximum density. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. 5-04.3(22) Fabric Reinforcement The Contractor shall install an approved fabric crack stabilizer consisting of a nonwoven propylene geotextile fabric over the existing concrete pavement before the placement of the final asphalt concrete overlay. Location shall be as shown on the plans, and as directed by the Engineer. SE 2561h St Improve ments/Madfa1 5 - 3 May 9, 2013 Project Number. 09-3012C Materials The fabric shall be a non-woven polypropylene geotextile fabric such as "Petromat 4597" or an approved equal having the following minimum properties and in accordance with the following standards: Grab Tensile 120 Ibs, ASTM D-4632 Elongation 50%, ASTM D-4632 Asphalt Retention 0.24 gal/ydz, ASTM D-6140 Melting Point 3200 F, ASTM D-276 UV Resistance 70%, ASTM D-4355 Mass/Unit Area 4.6 oz/ydz, ASTM D-5261 Construction Requirements All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, dust, dirt or other objectionable materials from the pavement, prior to laying of fabric reinforcement. Application equipment shall consist of suitable brooms and distributor as required, if a tack coat is specified and approved by the manufacturer or their representative. The distributor shall have a capacity of not less than 1,000 gallons and shall be so designed, equipped, maintained and operated that asphalt material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with extensions, pressure pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one to be installed permanently in the tank to indicate temperature of the asphalt at all times. The power for operating the pressure pump shall be supplied by an independent power unit which will develop a minimum of 25 pounds per square inch pressure at the spray bar. Surface Preoaration Preleveling, if necessary, shall be done prior to placing fabric reinforcing. The pavement surface to be fabric reinforced shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and loose material shall be removed from the pavement surface with compressed air. Existing cracks shall be filled as specified elsewhere under "Crack Sealing." Holes shall be repaired with asphalt emulsion patching mix or hot mix. Application The asphalt must be sprayed uniformly over the area to be fabric covered at the rate of 0.25 to 0.30 gallons per square yard. SE 256" St Improvements/Madfai 5 - 4 May 9, 2013 Project Number 09-3012C The Contractor shall not begin application of the fabric reinforcement until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the fabric are either on hand or readily available. Initial alignment of the fabric is very important, since the fabric direction cannot be changed appreciably without causing wrinkles. If the alignment of the fabric must be changed, the fabric shall be cut and realigned, overlapping the previous material and proceeding as before. All end joints shall be overlapped a minimum of 6 inches and in the direction of traffic. All longitudinal joints shall overlap 1-2 inches. Fabric is to be rolled with rubber tired roller only. Roller must be kept clean. Weather and Moisture Limitations Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 40°F. The pavement shall be surface-dry at the time of the application of the asphalt. Hot Mix Asphalt Overlay of Fabric A representative for the manufacturer of the fabric shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the fabric and HMA overlay. The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the fabric satisfactorily. The Contractor shall not place more fabric on the traveled roadway than can be overlaid the same day with or Hot Mix Asphalt. No fabric except that which is required for normal lapped joints shall be exposed to traffic. SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement Fabric reinforcement will be measured by the square yard for the surface area, which is satisfactorily covered, sealed and accepted. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "HMA Class 1/2". PG 64-22" "HMA for Full Width Overlay Class 1/2". PG 64-22" The unit contract price per ton for the above items shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for preleveling, roadway base, overlay, driveways, permanent utility patches, sidewalk ramps, SE 256`' St Improvements/Madfai 5 - 5 May 9, 2013 Project Number 09-3012C and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per square yard for "Planing Bituminous Pavement" constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. Maximum planing depth of asphalt on existing concrete panels shall be four (4) inches, as directed by the Engineer or noted on the plans. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. Use of approximately 275 cubic yards of planed asphalt may be used as recycled material, per Section 9-03.21, as naturally occurring material or blended uniformly with, as approved by the Engineer. The unit contract price per square yard for "Pavement Fabric Reinforcement" constitutes complete compensation for furnishing all labor, materials, tools, equipment, and incidentals for performing the work involved including the supply and placement of tack-coat, cleaning the pavement surface to be sealed, furnishing and placing the fabric per manufacturer's recommendations, and in accordance with the plans and these specifications. The fabric reinforcement shall meet the specifications of "Petromat 4597" or of an approved equal. The unit contract price per ton for"Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, removing and disposing of cold plant mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction SE 256`" St Improvements/Madfat 5 - 6 May 9, 2013 Project Number 09-3012C DIVISION 6 - STRUCTURES 6-02 CONCRETE STRUCTURES SECTION 6-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-02.5 Payment The unit contract price per each for "METRO Bus Landing Pad and Shelter" constitutes complete compensation for all labor, materials, and equipment necessary to install the sidewalk footings as shown on Section 7 of drawing D 102 and the METRO pedestrian shelter footing as shown on B-21 footing of drawing D 103, where shown on the plans, described on the details or as directed by the Engineer. This item includes but is not limited to: excavation, formwork, foundation stabilization, base leveling pad gravel, concrete, rebar reinforcement, backfill, compaction, conduit, wire mesh and other miscellaneous items which are necessary, but for which no specific contract price is provided. SE 2561h St ImP rovements/Madfai 6 - 1 May 9, 2013 Project Number. 09-3012C d DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS. WATER MAINS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined)............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SE 256`" St. Improvements/Madfai 7 - 1 May 9, 2013 Project Number, 09-3012C SECTION 7-04,5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Storm Sewer Pipe, 12 Inch Diameter" "Storm Sewer Pipe, 18 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit contract price per each for "Trash Rack for 18 Inch Diameter Pipe" shall be complete compensation for all labor, materials, tools, supplies and equipment to furnish and install trash racks for 18 inch pipe at the locations noted on the plans. The bid price shall also include all fasteners and connections needed to install the racks. See Kent Standard Plan 5-20. The force account cost for "Stream Bypass" shall constitute complete compensation for all materials, tools, labor and equipment necessary to temporarily bypass any drainage within the stream located at approximately Station 21+00 during the construction of the retaining wall. This shall include but not be limited to pipes, hoses, pumps or any method acceptable to the engineer and in conformance with the plans and specifications to satisfactorily provide a temporary bypass of stream flows. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. SE 25611 St Improvements/Madfai 7 - 2 May 9, 2013 Project Number 09-3012C The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-14 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Any manhole or solid catch basin lid placed within sidewalk shall have a Slipnot, grit free surfacing, grade #3, by the W. S. Molnar Company or approved equal. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SE 256" St Improvements/Madfai 7 - 3 May 9, 2013 Project Number 09-3012C SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, even if the Contractor has vacated the project site. No compensation shall be provided for the adjustment(s). If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. SE 256" St Improvements/Madfai 7 - 4 May 9, 2013 Project Number 09-3012C On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Stenciling The pavement adjacent to all catch basins and inlets within the project limits shall be marked with a standard pollution prevention thermoplastic form such as the example following: No DUMPING ! DRAINS To STREAM The wording shall be placed so that it can be read from the sidewalk or shoulder of the road. Contractor is responsible for purchase and installation of the thermoplastic material. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Manhole 12 Feet to 20 Feet, Type 1 48 Inch Diameter" "Manhole Under 12 Feet, Tvoe 1 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to provide and install the sanitary sewer manhole to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to SE 256" St Improvements/Madfai 7 - S May 9, 2013 Project Number 09-3012C excavation, dewatering, installing the manhole, connecting new or existing pipes, backfilling, compacting, and surface restoration. "Thru-Curb Inlet Frame and Grate" "Catch Basin. Tvoe 1" "Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. "Rotate Existing Manhole Cover" "Adjust Existina Manhole Cover to Finished Grade" "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "12" Manhole Barrel Section" shall constitute complete compensation for furnishing all labor, materials and equipment necessary to provide and install the manhole barrel section as necessary to adjust the manhole to finished grade as shown on the plans. The work includes but shall not be limited to excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, and surface restoration. "54 Inch Debris Cage" "Locking Manhole Frame and Cover" "Bolt Down Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. SE 256`h St. Improvements/Madfai 7 - 6 May 9, 2013 Project Number, 09-3012C The unit contract price per each for "Thermoplastic Storm Drain Stenciling" constitutes complete compensation for furnishing all labor, tools, equipment, supplies and materials necessary or incidental to the installation of the thermoplastic storm drain pollution markers and other work as specified. Also see Section 7-05.3(6) of the Kent Special Provisions. The unit contract price per each for "Flow Control Structure, Type 2 54 Inch Diameter" shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the flow control structure as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to: metal pipe, shear gate, restrictor plate, elbow restrictor, frames, grates, lids, vertical bars for the emergency overflow spillway, steps and ladders, all connections, brackets and grates for a complete and fully operational system. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and II ...... 9-03.17 Bank Run Gravel for Trench Backfill.... 9-03.19 SE 256" St Improvements/Madfai 7 - 7 May 9, 2013 Project Number 09-3012C SECTION 7-08.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(1)A ' Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation Shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. SE 2561" St Improve ments/Madfa1 7 - 8 May 9, 2013 Project Number. 0973012C Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. SE 256t" St Improvements/Madfai 7 - 9 May 9, 2013 Project Number 09-3012C External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-08.3(2)3 Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. 7-08.3(2)K Asbestos Handling and Disposal The Contractor is advised that asbestos is present in asbestos-cement water main pipes coincident with or immediately adjacent to work included in this contract. Should these asbestos-cement water main pipes be exposed or otherwise encountered, and require their removal to facilitate installation of systems associated with this project, the local air pollution control authority shall be notified in accordance with WAC codes; the Contractor shall also notify the City Engineer in writing. Handling and removal of asbestos/asbestos debris may require permits and shall be accomplished by certified asbestos workers only, as required by WAC 296-65-030. Disposal of asbestos/asbestos debris SE 2561h St. Improvements/Madfai 7 - 10 May 9, 2013 Pr03ect Number, 09-3012C shall meet the requirements of EPA regulation 40 CFR part 61, Section 61.152 and 61.156 and local health department regulations. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. SE 256" St Improvements/Madfai 7 - 11 May 9, 2013 Project Number 09-3012C All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for "Gravel Borrow for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. SE 256`h St. Improvements/Madfai 7 - 12 May 9, 2013 Project Number: 09-3012C The unit contract price per each for "Abandon Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing pipe as shown on the plans and described in the specifications. The unit bid price shall include but not limited to: excavation, unsuitable material excavation, disposal of excavated material, concrete plugging (speed plug or equal) the pipe at both ends, backfilling with gravel borrow, compaction, surface restoration and cleanup. Payment for the gravel borrow shall be paid for under the gravel borrow bid item. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe.............. 9-30.1(1) Fittings for Ductile Iron Pipe ....... 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ....................... 9-03.12(3) Foundation Material................... 9-03.17 7-09.3 Construction Requirements SECTION 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall SE 2561h St Improvements/Madfai 7 - 13 May 9, 2013 Project Number 09-3012C be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or "pig" drawn continuously through them to remove all possible debris prior to flushing and disinfection. SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Also see Appendix 8 New Water Main Connection Procedures. Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SE 256`h St Improvements/Madfai 7 - 14 May 9, 2013 Project Number. 09-3012C SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(23) Hydrostatic Pressure Test Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests. The Contractor shall contract with a City- approved lab for the tests. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. Contractor shall pay for purity tests as required by the City. The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. SECTION 7-09.3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable "HACH" kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) SE 256`h St Improvements/Madfai 7 - 15 May 9, 2013 Project Number 09-3012C If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlonnate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651. This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent CI), in accordance with AWWA Standard C651. Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe laid, tested and approved and shall be along the pipe through fittings, valves, and couplings. SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "6 Inch Connection to Existina Water Main" "8 Inch Connection to Existing Water Main" The unit bid price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to make the connections as shown on the plans and described in the specifications. The unit bid price shall include but SE 2561" St. Improvements/Madfai 7 - 16 May 9, 2013 Project Number 09-3012C not limited to: excavation, dewatering, all fittings, mega-lug followers, couplings, adapters, tapping valves with tapping sleeves, concrete blocking and disinfection. Costs for connection to the ends of existing pipes include removal of existing concrete blocking, blowoff assemblies, bends, and gate valves; capping and abandoning of the existing mains; and connections to existing valves, crosses, and tees and similar fittings shall be included in this bid item. The cost to coordinate this work with the City Water Department and to notify affected adjoining property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. "6 Inch Diameter Ductile Iron Cl 52 Water Main Pipe" "8 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" "12 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings (e.g., reducer, bend, spool, sleeve, tee, flange, plug), cement concrete thrust blocking (horizontal and vertical), risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. "6 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" 118 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" "12 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the restrained joint pipe at the locations shown on the plans and described in the specifications. The bid item price includes but not limited to: trench excavation; unsuitable materials excavation, hauling, and disposal at an approved off-site facility; dewatering; backfill and compaction (when native material is to be used); surface restoration and cleanup. The bid price shall also include fittings (i.e., bends, tees, reducers, adapters, crosses flanges); horizontal and vertical thrust blocking as called out on the plans, restrained Joint pipe fitting, shackle rods, turnbuckles, rebar, risers, elbows, disinfecting, flushing, testing, dechlorinating the discharge water, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. Field locking gaskets will not be accepted as a restraining method. The unit contract price per lump sum for "Abandon Existing Water Main" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to abandon the existing water main as shown on the plans and described in the specifications. The unit bid SE 256`h St Improvements/Madfai 7 - 17 May 9, 2013 Project Number 09-3012C price shall include but not be limited to excavation, removal of pipes, concrete blocking, or fittings, plugging and capping the main, backfilling and compaction. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.3(1) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. SE 2Wn St. Improvements/Madfai 7 - 18 May 9, 2013 Project Number: 09-3012C Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type, and brought up to finished grade per Section 7-12.3(3). All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7- 12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 3-7. SE 256t" St Improvements/Madfai 7 - 19 May 9, 2013 Project Number 09-3012C Payment for valve marker posts shall be incidental to the installation of new water valves, unless a specific bid item is included in the project proposal. Payment for the relocation and remarking of existing valve marker posts shall be incidental to the project. The unit price bid per each for "Replace Existing Valve Box Too Section and Lid", constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. The unit bid price per each for "8 Inch Gate Valve MI x FL or MJ x MJ or FL x FL" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to install the type and diameter of valve complete and in place, including but not limited to: verifying existing pipe type, location and fittings; furnishing and installing the gate valve and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. Payment for valve marker posts shall be incidental to the installation of new water valves, unless a specific bid item is included in the project proposal, and includes all labor, materials and equipment necessary or incidental to the installation of water valve marker posts. Payment for the relocation and remarking of existing valve marker posts shall be incidental to the project. The unit contract price bid per each for "2 Inch Air Release Valve and Chamber" shall be full pay for all work to remove and reinstall the air release valve and vault including but not limited to excavating, removing and cleaning the assembly, reinstalling the assembly at the location shown on the plans, laying and jointing the pipe, pipe and fittings, discharge riser, backfilling, testing, cover and cleanup. Reference Kent Standard Plan 3-20. 7-14 HYDRANTS SECTION 7-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: SE 256'h St Improvements/Madfai 7 - 20 May 9, 2013 Project Number 09-3012C Fire Hydrants ........................... 9-30.5 Hydrant Dimensions .................. 9-30.5(2) Fire Hydrant Guard Posts ........... 9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. SECTION 7-14.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.3(2)C Hydrant Guard Posts Concrete fire hydrant guard posts shall be furnished and installed with fire hydrants as directed by the Engineer. Guard posts shall be buried to a minimum depth of three feet (3'). Guard posts shall not be set higher than the top of the fire hydrants, they shall be plumb, and where more than one post is used at a hydrant, they shall be set with their tops at the same elevation. Posts shall be located to leave a minimum 3-foot radius of unobstructed working area around the face of the fire hydrant. Final location of guard posts is subject to the approval of the Engineer. The exposed portion of the guard post shall be painted with two coats of approved white concrete paint. SECTION 7-14.3(3) IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(3) Resetting Existing Hydrants Where existing hydrants are shown on the plans for adjustments to conform to new street alignment or grade or installation of new utilities or all three, the hydrant shall be relocated without disturbing the location of the hydrant lateral tee at the main. SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: SE 256`" St. Improvements/Madfai 7 - 21 May 9, 2013 Project Number 09-3012C The unit bid price per each for "Hydrant Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnishing and installing fire hydrant assemblies, including, but not limited to: the 6-inch fire hydrant, the 6-inch resilient wedge gate valve, the valve box, furnishing and installing the main line tee, all costs for shackles, rods, concrete blocking, gravel backfill, painting, guard posts and anything else required for the complete installation and testing of the hydrant assembly as specified. The 6-inch diameter ductile iron pipe joining the gate valve to the fire hydrant shall be paid for under separate bid items. Reference Kent Standard Plan 3-1. The unit contract price per each for "Resetting Existing Hydrant" constitutes complete compensation for all labor, material, and equipment necessary or incidental to the resetting of existing hydrants, including, but not limited to fittings, flushing, guard posts, disinfecting, testing, shackling, painting, and reconnecting to the main. e The 6" and 8" pipe between the main and the new hydrant location shall be paid under separate bid items. Guard post installation for fire hydrants shall be considered incidental to fire hydrant work of all kinds, unless a specific bid item for guard posts is listed in the proposal. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles................................. 9-30.6(1) Corporation Stops................... 9-30.6(2) Polyethylene Pipe.................... 9-30.6(3)B Service Fittings....................... 9-30.6(4) SE 256 h St Improvements/Madfai 7 - 22 May 9, 2013 Project Number 09-3012C �I Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-Ioints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Standard Plans. SE 2561h St Improvements/Madfai 7 - 23 May 9, 2013 Project Number 09-3012C Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a "tail run" section of service pipe two feet long from the water meter setter to the property or easement line. This "tail run" section shall have a union fitting on the end of the "tail run", shall be indicated with a 2 x 4 stake marked with the legend "WATER" and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters For new services and water meter installations, water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. SE 256`h St Improvements/Madfai 7 - 24 May 9, 2013 Project Number. 09-3012C For existing meter relocations the Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-12. This work includes connection to the customer's service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter SE 256`h St Improvements/Madfai 7 - 25 May 9, 2013 Project Number 09-3012C boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Service Connection 1 Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10. SE 256t" St Improvements/Madfai 7 - 26 May 9, 2013 Project Number• 09 3012C d The unit contract price per linear foot for "Water Service Line 1 Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection to new meters and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. The unit contract price per each for "I Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of new meter setters including, but not limited to connecting the new service lines, connecting to "tail runs", excavation, backfill, fittings and adaptors, testing, flushing and disinfection. The unit contract price per each for "Meter Box for Up to 1 Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box and cover including, but not limited to excavation, backfill, and setting to grade at the location shown on the plans or as directed by the Engineer. The unit contract price per each for "8 Inch Compound Meter Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of the 8" OMNI CZ compound meter assembly including, but not limited to excavation, bedding, meter supports, ductile iron pipe, pipe fittings and adaptors, gate valves, utility vault 5106-LA, connection to the service lateral, connection to the customer's service line, testing, flushing, and disinfection. It is anticipated that two shutdowns of the system will be necessary for installation. Nighttime work shall be anticipated to accomplish this. The unit contract price per each for "Abandon Existing Water Service" shall be full pay for performing the work as specified including excavation, backfill and compaction. The Contractor shall expose, shut off, and plug the corporation stop at the main, and remove the service line. Bank run gravel, crushed surfacing and asphalt shall be paid under their appropriate contract items. The unit bid price per each for "Remove Existing Water Meter Box" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing meter box as shown on the plans. The existing meters have been removed. This item also includes removal of the meter setter and portions of the abandoned service pipe should it interfere with the new construction. SE 256`" St Improvements/Madfai 7 - 27 May 9, 2013 Project Number 09-3012C 7-17 SANITARY SEWERS SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.2 Materials All sewer pipe for this project shall be solid wall PVC (Polyvinyl Chloride), SDR 35, conforming to Section 9-05.12(1) of the WSDOT Standard Specifications or ductile iron pipe, Class 50 conforming to Section 9-05.13 of the WSDOT Standard Specifications. All sewer pipe fittings shall be of the same materials as the pipe. 7-17.3 Construction Requirements SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7-17.3(1) Protection of Existing Sewerage Facilities The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City Council acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)A General All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the City. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. SE 256t' St Improvements/Madfai 7 - 28 May 9, 2013 Project Number 09-3012C SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air Permeable Materials All testing shall be verified by the City Inspector. All sewer mains and appurtenances shall be air pressure tested for leakage in accordance with Section 7-17 of the WSDOT Standard Specifications as modified by the following: Procedure for Air Testing Sanitary Sewer Lines For PVC and Ductile Iron Pii)e - The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. The equipment and personnel shall be subject to the approval of the Engineer. The Contractor may desire to make an air test prior to backfilling for its own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or ends of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternates, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. Immediately following pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further. Then, disconnect the air supply and wait until the pressure drops to 3.5 psig greater than the average back pressure of groundwater. The pressure shall be held to the time indicated on the attached tables. Groundwater Pressure p = 0.4332 (z) z = Distance between groundwater surface and centerline of pipe in feet. p = Average back pressure of groundwater above the centerline of the pipe in psi. If the pipe installation fails to meet these requirements, the Contractor shall determine at its own expense the source or sources of leakage, and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. SE 256" St Improvements/Madfai 7 - 29 May 9, 2013 Project Number 09-3012C Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8-inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring_ Proper precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 H F 50 70 110 150 190 228 268 308 348 356 opal 100 140 180 220 260 300 338 374 372 368 U. a 150 212 250 290 330 370 390 386 382 378 w 200 282 322 360 400 404 398 394 390 386 I— w 250 352 392 428 418 410 404 400 396 392 Z a 300 422 440 430 422 416 410 404 400 396 W 350 454 442 434 426 420 414 410 404 402 J 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)H Television Inspection All new sanitary sewer extensions shall be TV camera inspected by the City Operations Division prior to acceptance. All construction must be completed and approved by the inspector prior to the TV inspection. All manholes shall be channeled, and grade rings set in place prior to TV inspection by the City. The casting and top grade ring, do not have to be mudded in until after the final grade is established. SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-17.3(2)I Vacuum Testing of Sanitary Manholes All new sanitary sewer manholes shall be vacuum tested by the City Operations Division prior to acceptance to ensure it-is air-tight and not susceptible to infiltration. On projects with more than one manhole, the Contractor shall have all of the manholes ready for testing prior to scheduling the air-testing with the project inspector. Manholes will not be considered ready for testing until all grouting has been performed and the frame and cover have been grouted in place. It is the responsibility of the Contractor to ensure all manholes are ready for testing prior to scheduling the testing through the inspector. Manholes not ready for testing shall receive a failing mark and a re-test shall be SE 2561h St Improvements/Madfai 7 - 30 May 9, 2013 Project Number 09-3012C scheduled through the inspector once the manhole is ready. All retests after failure shall be at the Contractor's expense. The Contractor shall bear all costs for correction of deficiencies found during the vacuum testing, including the actual or overtime costs of city crew for additional vacuum testing to verify the correction of deficiencies. SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment "Ductile Iron Sewer Pme, 8 Inch Diameter Class 52 (Epoxy Lined)" "PVC Sewer Pipe, 8 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on other than normal working hours, and any sewage bypass systems used. SE 256`h St Improvements/Madfai 7 - 31 May 9, 2013 Project Number 09-3012C DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. The TESCP measure shown on the plans and described in the specifications shall only apply to work within the project limits and does not apply to the Contractor's staging area. The Contractor shall be responsible for providing TESCP at any staging area(s). All TESCP used at the staging area(s) shall be incidental to the project. The Contractor shall be responsible for any fine(s) imposed by Ecology or any other regulatory agency for any violation at their staging area(s). The Contactor shall also be responsible for any cost of cleanup, delays, and down time to correct any deficiencies at the staging area(s). SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01.3(2)B and 9-14.2 Fertilizer ...............................8-01.3(2)B and 9-14.3 Mulch and Amendments ..........8-01.3(2)D and 9-14.4 Tackifier ...............................8-01.3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. SE 256" St Improvements/Madfai 8 - 1 May 9, 2013 Project Number 09-3012C Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION B-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SE 256" St Improvements/Madfai 8 - 2 May 9, 2013 Project Number 09-3012C SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring The project is covered under the Construction Stormwater General Permit, and the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been SE 2561h St. Improvements/Madfai 8 - 3 May 9, 2013 Project Number 09-3012C approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top '/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. SE 256" St Improvements/Madfai S - 4 May 9, 2013 Project Number 09-3012C Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in SE 256" St Improvements/Madfai 8 - 5 May 9, 2013 Project Number 09-3012C accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8- 01.3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9- 14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SE 256`" St Improvements/Madfai 8 - 6 May 9, 2013 Project Number 09-3012C SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. SE 2561h St Improvements/Madfai 8 - 7 May 9, 2013 Project Number 09-3012C Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No process waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per square yard for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, supplies, materials, tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per force account for "Baker Tank" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide, connect to a temporary storm collection system, maintain, and remove the baker tank for stormwater storage and disposal. "Inlet Protection" "Culvert Inlet Protection" The unit contract price per each for the above items shall be full pay for furnishing all labor, materials, supplies, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. SE 2561h St Improvements/Madfai 8 - 8 May 9, 2013 Project Number 09-3012C The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION B-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SE 2561h St Improvements/Madfai 8 - 9 May 9, 2013 Project Number 09-3012C SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1(1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. SE 256`" St Improvements/Madfat 8 - 10 May 9, 2013 Project Number 09-3012C Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. SECTION 8-02.3(11) IS REVISED AS FOLLOWS: 8-02.3(11) Bark or Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "compost or xylem wood chips". SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. SE 256`^ St. Improvements/Madfai 8 - 11 May 9, 2013 Project Number 09-3012C l The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per lump sum for "Median Planting" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to plant the median as shown on the plans and in accordance with the Kent Special Provisions. This bid item also includes a two year maintenance and warranty program. The unit contract price per force account for "Miscellaneous Landscape Restoration" constitutes complete compensation for all labor, materials, tools and equipment necessary for replanting those areas where landscaping was removed or damaged to facilitate the construction. This item includes, but not limited to shrubs, deciduous or coniferous trees and ground cover for the restoration. A list of those plant material items requiring replacement, due to the construction activities by the Contractor, shall be coordinated with the property owner, provided by the Contractor, and give to the Engineer for approval prior to installation. SE 2561h St Improvements/Madfai 8 - 12 May 9, 2013 Project Number 09-3012C The unit contract price per each for "Street Tree Planting and Staking" constitutes complete compensation for all labor, materials, tools and equipment necessary for planting and staking street trees in accordance with the plans and the Kent Special Provisions. This item includes but is not limited to root barriers, mulch, fertilizer, watering, water tubes, planting mixture, tree ties and stakes, and for watering and maintaining trees for a period of not less than two calendar years. The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per lump sum for "Wetland and Buffer Enhancement" constitutes complete compensation for all labor, materials, tools and equipment necessary for removing existing invasive vegetation, amending the existing soil, and replanting that portion of the buffer adjacent to the type 3 wetland where identified on the plans per the detail in the specifications. It shall also include the mitigated wetland area of approximately 240 square feet on an existing wetland identified by the City. This item includes providing a three year maintenance and mitigation monitoring program including watering that shall comply with Section 11.06.570 of the Kent City Code. The unit contract price per square foot for "Bricks for Center Median" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to supply and install the bricks as shown on the plans. This item includes but is not limited to supplying bricks, mortar; and laying the bricks; and supplying and fine grading the sand subbase. "West Storm Pond Wetland Cell Planting" "East Storm Pond Wetland Cell Planting" The unit contract price per lump sum for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary for amending the existing soil and planting the storm pond wetland cells as shown on the plans and in accordance with the Kent Special Provisions. This item includes providing a two year maintenance and warranty program, including watering. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.1 Description This work shall consist of identifying the irrigation system prior to construction and verifying system is operational, removal and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems exist at various locations within the project area. SE 256t' St Improvements/Madfai 8 - 13 May 9, 2013 Project Number 09-3012C The design and actual configuration of these systems is unknown. As these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. SECTION 8-03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.2 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation System Removal, Repair and/or Modification" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials, and equipment necessary to complete the work described above as approved by the Engineer. This item also includes all costs to submit plans and obtain approval from the City as required for the work to be completed. This bid item shall include all costs associated with relocating existing irrigation boxes and valves. For the purpose of providing a common proposal for all bidders, the City has entered an estimated amount for force account for this item in the proposal to become part of the total bid by the Contractor. The bid item "Irrigation System for Median Islands" shall be complete compensation to install an irrigation system within both planter islands. This bid item shall include but not be limited to all piping valves, heads, controls, wiring for power inside the conduit, connecting to the lighting power and any other items past the water meter necessary for a complete and operational system in both planter islands. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1- 05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new SE 256`' St Improvements/Madfai 8 - 14 May 9, 2013 Project Number 09-3012C section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.S of the WSDOT Standard Specifications: "Precast Concrete Dual Faced Sloped Mountable Curb - 12 Inch Wide" "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all supplies, materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Modified Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reference Appendix A-3, Special Details. The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43. SE 256`h St Improve ments/Madfa1 8 - 15 May 9, 2013 Project Number, 09-3012C The unit contract price per square yard for "Exposed Aggregate Cement Concrete Driveway Slab - 6" Depth" constitutes complete compensation for all materials, labor and equipment required to frame, pour, and brush, wash or apply retarder to create a 4" thick exposed aggregate slab where noted on the plans and/or directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING., 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or specifications or as directed by the Engineer. SE 2S6'h St Improvements/Madfai 8 - 16 May 9, 2013 Project Number 09-3012C SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Temporary security fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment The unit contract price per linear foot for "Remove Existing 6' Chain Link Fence and Install Ornamental Steel Fence with Double Gate" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to install an Ameristar fence products; Montage Plus, 6 foot "classic" picket style steel fence in black, or approved equal. The unit contract price per linear foot for "Vinyl Coated Chain Link Fence, Type 3 (6' High)" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to install 6' black vinyl coated chain-link fence together with appropriate gates as called for on the plans or as directed by the Engineer. "Remove/Relocate/Restore Wood Fence," per linear foot. "Remove and Relocate Wire Fence," per linear foot. "Remove and Restore Fence," per linear foot. "Temporary Security Fence," per linear foot. SE 256" St Improvements/Madfai 8 - 17 May 9, 2013 Project Number 09-3012C 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adiust Existing Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72. The unit contract price per each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. SE 256'h St Improvements/Madfai 8 - 18 May 9, 2013 Project Number 09-3012C Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion Joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The cast in place T detectable warning pattern shall have the truncated dome shape shown in the Standard Plans. The detectable warning surface shall be an epoxy polymer composition with an ultra violet stabilized coating employing aluminum oxide particles in the truncated domes. Upon concrete curing, the the shall be held in place with embedded flanges. The two-foot wide detectable warning pattern area on the ramp shall be yellow, homogeneous throughout the tile, and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. SECTION 8-14.5 ZS SUPPLEMENTED BY ADDZNG THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk with Raised Back," per square yard "Cement Concrete Sidewalk with Thickened Edge," per square yard "Cement Concrete Sidewalk Ramp Type 1," per each "Cement Concrete Sidewalk Ramp Type 2," per each The unit bid price for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: pedestrian curb, the regrading and restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles may need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk, curb and gutter at pole locations, remobilization after pole removal, and completion of sidewalk system. SE 266h St Improvements/Madfai d - 19 May 9, 2013 Project Number 09-3012C 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.5 Payment The unit contract price per each for "Remove and Reset Existing Mailbox" shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and reset the existing mailbox as shown on the plans and described in the specifications. This item includes resetting at a temporary location if required and later resetting to the permanent location. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-19 WOODEN FENCES 8-19.1 Description This work shall consist of installing wooden fences of the types specified in accordance with the plans, these specifications, and in reasonable close conformity with the line staked by the Engineer. 8-19.2 Materials New materials shall meet the requirements shown in the plans and to the satisfaction of the Engineer. See Section 9-16 of the Kent Special Provisions as amended in this amendment. SE 2561" St Improvements/Madfai 8 - 20 May 9, 2013 Project Number 09-3012C 8-19.3 Construction Requirements Clearing of the new fence line shall be required when determined by the Engineer. Clearing shall consist of the removal and disposal of all trees, brush, logs, upturned stumps, roots of down trees, rubbish, and debris. The clearing width shall be approximately 3 feet unless otherwise shown in the plans or directed by the Engineer. Grubbing shall not be required except where short and abrupt changes in the ground contour will necessitate removal of stumps in order to properly grade the fence line. All stumps within the clearing limits shall be removed or close cut. Grading of the fence line shall be required where the Engineer determines that it will improve the aesthetic appearance of the top of the fencing when installed. The fence shall be constructed reasonably close to and outside of the right of way line unless otherwise directed by the Engineer or shown in the plans. Deviations in alignment to miss obstacles will be permitted only when approved in writing by the Engineer and only when such deviation will not be detrimental to the traveling public or adjacent property owners. 8-19.3(1) Wooden Fence and Gates New materials shall meet the requirements shown in the plans or as directed by the Engineer. 8-19.4 Measurement Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removes additional fence for his convenience, restoration of the additional length of fence shall be at his sole expense. 8-19.5 Payment Payment will be made for each of the following bid items as are included in the proposal, and payment will be made under: "Install Cedar Fence, 6' High," per lineal foot. SE 2561" St Improvements/Madfai 8 - 21 May 9, 2013 Project Number. 09-3012C 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. Modifications to the existing traffic signal head locations shall not be made until the new roadway is ready to be open to through traffic. SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format IES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 5-20.3(4) IS REVISED BY ADDING THE FOLLOWING: 8-20.3(4) Foundations Alternative luminaire pole foundation design as shown within the specifications will be required where noted or pending site conditions. SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. SE 256t' St Improve ments/Madfa1 8 - 22 May 9, 2013 Project Number 09-3012C THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 114 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within (unction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(8) IS REVISED AS FOLLOWS: 8-20.3(8) Wiring THE THIRD PARAGRAPH OF THIS SECTION IS DELETED AND REPLACED WITH THE FOLLOWING: All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. SE 256" St Improvements/Madfai 8 - 23 May 9, 2013 Project Number 09-3012C ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTm Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTM AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Adjust Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Junction Box, Type 1" "Junction Box, Type 2" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment to provide and install the unit structure to final grade where noted on the plans or directed by the Engineer. This work SE 2561h St Improvements/Madfai 8 - 24 May 9, 2013 Project Number 09-3012C includes, but shall not be limited to excavating, installation, backfilling, compaction and clean up. "Induction Loops" "Bicycle Detector Loops" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install and test the new induction loops and bicycle detector loops where the existing loops are damaged by the construction or where directed to install them by the Engineer. The lump sum contract price for "Traffic Signal Modifications at 116", Avenue SE" shall be full pay for the construction of the complete signal system, modifying existing systems, and removal of existing systems, as shown in the Plans and as described in Section 8-20.1 of the Kent Special Provisions and as herein specified including but not limited to: conduit, conduit, wiring, junction boxes, restoring facilities destroyed or damaged during construction, remove, modify and relocate signal heads, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. "Supply and Install 2 Inch Diameter Schedule 80 PVC Conduit" "Supply and Install 4 Inch Diameter Schedule 80 PVC Conduit" The unit contract price per lineal foot for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment to provide, trench and install the conduit as shown. The bid price includes, but is not limited to excavation of unsuitable material, hauling, conduit placement, backfilling, compaction and clean up. The unit contract price per each for "Remove Private Luminaire and Foundation" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove and relocate the specified structure out of the right of way, onto the owner's site as shown on the plans and described in the specifications. This work includes but shall not be limited to: determination that power to the existing structure is present and light is functional, removal of existing pole, excavation of new pole location, setting new pole, and restoration of power to light if previously present. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during installation of the new system as well as removal and disposal/salvage of the existing traffic signal system. "Supply and Install Interconnect Wire" "Supply and Install Fiber Optic Cable" The unit contract price per lineal foot for the above items shall constitute complete compensation for all supplies, labor, tools, materials and equipment necessary to supply and install the SE 2561" St Improvements/Madfai 8 - 25 May 9, 2013 Project Number 09-3012C interconnect wire and fiber optic cable as shown on the plans and described in these specifications. "Luminaire with Foundation" "Luminaire with Eccentric Foundation" The unit contract price per each for the above items constitutes complete compensation for all materials, labor and equipment required to install the illumination system as shown on the plans including but not limited to- aluminum lighting standard, luminaire including hardware, photoelectric control, wiring to the fuse holder, fuse kits, breakaway coupling, concrete foundation, excavation, backfilling compacting and other items as specified. Also included in this bid item is the wiring, connection to the service cabinet, modifying and removal of existing systems. Labor and Industries electrical, and any other items required for the fully functional Illumination System. The street lights will only be installed once the overhead power has been removed. Foundations and wiring however may be completed prior to overhead power removal. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. 8-21 PERMANENT SIGNING SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall be removed. Only aluminum signs, metal sign posts, windbeams and other metal structural members shall be re-used. The Contractor shall store all signs prior to reinstallation. The Contractor shall deliver the wood sign posts to the Sign Shop at the City Maintenance Facility located at 5821 South 240th Street (a.k.a. West James Street.) The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.3(5) Sign Relocation Relocated signs shall be installed on new metal posts unless otherwise specified on the plans, or by the Engineer. SE 256'h St Improvements/Madfai 8 - 26 May 9, 2013 Project Number 09-3012C SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per each for "Traffic Sign Relocation" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, and relocate existing traffic signs as shown on the plans and described in the specifications. This item includes but is not limited to: removal of existing traffic signs, delivery of the wood sign posts to the sign shop, supplying the metal sign posts, attaching the sign to the metal sign post, and re-installing the traffic sign. The Contractor shall store all traffic signs. The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for al labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6- 75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. SE 256" St Improvements/Madfai 8 - 27 May 9, 2013 Project Number 09-3012C SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8- 09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Plastic lines, double yellow center line, and two way left turn line shall be measured by the completed linear foot. The measurement for all plastic stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Plastic White Edge Line" per linear foot. "Plastic Double Yellow Center Line" per linear foot. "Plastic Two Way Left Turn Line" per linear foot. "Plastic Wide Line" per linear foot. "Plastic Droo Lane Line" per linear foot. "Plastic ONLY Marking" per each. "Plastic Yellow Line" per linear foot. SE 256" St Improvements/Madfai 8 - 28 May 9, 2013 Project Number 09-3012C 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. SECTION 8-24 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24 GRAVITY BLOCK WALL 8-24.1 Description Where shown on the plans or where directed by the Engineer, the Contractor shall construct the gravity block wall in accordance with the engineered details shown on the plans obtained from the supplier and as specified herein. Exact limits shall be determined in the field during construction. Additional instructions and soils information is included in the Geotechnical report included in Appendix A-7 of these specifications. SECTION 8-24.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-24.3 Construction Requirements Block walls shall be started by excavating the existing ground as staked by the Engineer and providing a bury depth for the bottom block not less than one inch, for each block row, below the subgrade. Gravity block walls shall be started and constructed in accordance with the approved plans. Block walls less than 4 foot in height will not be required to be engineered. Portions of walls 2, 5 and 7 which are greater than 4' high will require engineered stamped drawings. All excavation for the block wall shall be completed before beginning placement of sections. Initial block placement shall be such that each unit is level side to side and back to front. A six-inch tolerance will be permitted for the exterior slope plane and grade in the finished surface of the structure. SE 256'h St Improvements/Madfai 8 - 29 May 9, 2013 Project Number 09-3012C Before beginning any excavation for the wall, the slopes of the adjacent embankments shall be dressed true to the lines and grade required by the plans. Each horizontal row of blocks shall be seated and bedded by tamping and compacting the backfill material behind the row to provide a stable condition for the entire wall. Each block shall rest firmly on previously placed courses and shall be keyed into previous block course by utilizing the manufacturer's recommended process. Blocks shall be individually placed. Placement by mechanical methods will not be permitted. No payment shall be made for improperly placed blocks. Underdrain pipe and gravel backfill for drains shall be placed in accordance with the plans. The Contractor shall follow the manufacturer's construction standards, the construction requirements as stated in this section and the geotechnical report included in Appendix A-7 of these specifications, and the Construction Guide notes on the construction plans. SECTION B-24.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-24.5 Payment "Gravity Block Retaining Wall 4 Foot and Less in Height" "Gravity Block Retaining Wall Greater than 4 Foot in Height" The contract price per square foot for wall face for the above items constitutes complete compensation for furnishing all labor, engineered designed plans, shop drawings, materials, tools, supplies and equipment necessary to install the gravity block walls in accordance with these plans and specifications and the manufacturers plans and specifications. The cost for design, excavation, backfill with gravel backfill for walls, drainpipe, (connected to the proposed drainage system or daylighted as shown on the plans), and reinforcement fabric if required, shall be included in this bid item. The Contractor shall provide the City with Shop drawings for the Gravity Block Retaining Walls prior to constructing any block retaining walls. The Contractor shall provide the City with stamped engineering plans for any walls greater than 4 feet in height. SE 256'h St Improvements/Madfai 8 - 30 May 9, 2013 Project Number 09-3012C DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 8-27 HANDRAILS 8-27.1 Description Galvanized handrails shall be installed at locations as shown on the plans or as directed by the Engineer. 8-27.2 Materials The handrail shall be constructed of steel structural pipe. All connections shall be joined together by welds and shall be hot dip galvanized after fabrication. All welds shall be smooth prior to galvanizing. See handrail details on the construction plans and Kent Standard Plan 6-41. 8-27.3 Construction Requirements The handrail posts shall be placed in a vertical position and shall be spaced 6 feet (center-to-center) apart. Spacing shall be measured parallel to the slope of the sidewalk. Post shall be slipped into the 2 inch barrel in the foundation and held secured with 1/4 inch galvanized bolt and nut. See Kent Standard Plan 6-41. The foundation shall be of 5 sack Cement Concrete mix (Class 3000) and the diameter shall not be smaller than a post-hole digger and at least two feet deep. The 2 inch I.D. barrel shall be cast at the center of the foundation. 8-27.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per lineal foot for "Handrail" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to fabricate and install the handrail as shown on the plans and described in the specifications. Including but not limited to the concrete foundation or thickened sidewalk, steel reinforcement, sleeves, barrel and all appurtenances to securely install the handrail as shown on the plans and described in these specifications. Reference Kent Standard Plans 6-41. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall SE 256`" St Improvements/Madfai 8 - 31 May 9, 2013 Project Number 09-3012C include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications, and the restoration of the hole once location and depth of utility has been made and recorded. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, hardware, fabrication, installation and maintenance of signs provided by the Contractor based upon the sign example (see Appendix A-9) where shown on the plans or as directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the City Maintenance Shop on West James Street when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. SE 256" St Improvements/Madfai 8 - 32 May 9, 2013 Project Number 09-3012C 8-30.3 Construction Requirements $-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a pant 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Project Sign" constitutes complete compensation for furnishing all labor, tools, supplies, equipment and materials, to fabricate, install, maintain project sign(s) for the life of the project and the removal and delivery of sign(s) to the City Shops upon closeout of the project. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-32 UNDERGROUNDING OF ELECTRICAL FACILITIES 8-32.1 Description The work to be performed shall consist of excavating the joint trench for installation of conduits, and vaults as required for the installation of PSE, CenturyLink and Comcast facilities, removal of obstructions, bedding the conduit and vaults, installation of PSE, CenturyLink and Comcast furnished conduit, installation of PSE, CenturyLink and SE 256`' St Improvements/Madfai 8 - 33 May 9, 2013 Project Number 09-3012C Comcast furnished vaults and pedestals as shown on the City's, PSE, CenturyLmk and Comcast plans. Work shall include, but not be limited to: 1. Pothole locations prior to excavation of trench and vaults to verify the adequacy of the selected location. 2. Saw cut concrete pavement as required by the plans and excavate for conduit and vault installation. 3. Excavate the trench and vault locations. 4. Protect and support all exposed utilities. 5. Coordinate with PSE to support poles during excavation. 6. Coordinate with PSE, CenturyLmk and Comcast for the delivery of conduit and vaults. Contractor shall provide secure area to store materials provided to the utility companies. 7. Install PSE, Comcast and CenturyLmk furnished conduit, bends, connections, pole risers, handholes and vaults as shown on the plans. 8. Furnish, place and compact conduit and vault bedding. 9. Furnish and install identification tape. 10. Connect conduits to new and existing vaults, including all bends and fittings required. 11. Installing PSE ground rods, ground plates, conduit risers and other electrical hardware as required by the plans and specifications. 12. Cutting and capping of conduit as required to provide temporary and permanent terminations. 13. Proofing of conduit by blowing clean with compressed air and pulling a cleaning mandrel correctly sized for each conduit to ensure that no deformities are present in the conduit. 14. Furnish, place and compact backfill, surface restoration for trenches. 15. All other work as required to provide a complete system as shown on the Plans and Specifications. PSE, CenturyLmk and Comcast will be furnishing and installing cable, conductors and other electrical and cable equipment. Contractor is responsible for coordinating with PSE, CenturyLmk and Comcast for their installation of cables. Contractor is responsible for reviewing PSE, CenturyLmk and Comcast drawings and determining the quantity of each conduit size required in the trench. Contractor shall anticipate that water will be found in the excavation for the trench and vaults and shall include costs for dewatering in his unit bid prices. Reference Section 1-05.14 "Cooperation With Other Contractors" of the Kent Special Provisions for additional requirements. SE 2SO' St Improvements/Madfai 8 - 34 May 9, 2013 Project Number 09-3012C The Contractor shall anticipate that final utility conversions and pole removal shall not be completed for 150 days after completion of the underground utility installation. 8-32.2 Materials Conduits, elbows, bends, vaults, handholes and manholes shall be furnished by PSE, CenturyLink and Comcast. The identification tape shall be polyethylene, 5 mil tape with 1/2 mil aluminum center core. Electrical tape shall be 6 inch wide, red in color, with non-ferrous metal conductor sandwiched in the tape to allow detection. The words "Caution - electrical utilities below" shall be printed on the tape. Telecommunication tape shall be 6 inch wide, orange in color, with non-ferrous metal conduction sandwiched in the tape for detection purposes. The words "Caution - telecommunication line below" shall be printed on the tape. The backfill material for trench and vault excavations shall conform to the requirements of Crushed Surfacing Top Course 5/8 Inch Minus. See Section 9-03.9(3) of the WSDOT Standard Specifications. Sand for conduit bedding shall meet the requirements of Section 9- 03.13 (backfill for sand drains) of the WSDOT Standard Specifications. Foundation material to replace unsuitable material removed from unstable trench bottoms as directed by the Engineer shall conform to the requirements of Section 9-03.17 of the Kent Special Provisions. 8-32.3 Construction Requirements 8-32.3(1) Vault Excavation See Section 2-09 of the WSDOT Standard Specifications, except as herein modified and/or supplemented. Where indicated on the plans or where directed by the Engineer, excavation and foundation preparation required for the installation of electrical and telephone vaults and electrical and telephone handholes by the serving utility, shall be performed by the Contractor. The foundation shall consist of a six (6) inch thick layer of crushed surfacing top course (5/8 minus) compacted to 95 percent maximum density measured in accordance with Section 2-03.3(14)D of the WSDOT Standard Specifications by use of compaction equipment specified in Section 2-09 of the WSDOT Standard Specifications. The excavation shall be backfilled in conformance with the requirements of Section 2-09 of the WSDOT Standard Specifications. 8-32.3(2) Trench Excavation and Backfill for Electrical, Telephone and TV The excavation required for the installation of electrical, telephone and TV conduit shall be performed by the Contractor. The trenches shall SE 2561" St Improvements/Madfai 8 - 35 May 9, 2013 Pro3ect Number 09-3012C not be excavated wider than necessary for the proper installation of the electrical, TV and telephone appliances. Locations of conduit and vaults shown on the plans are approximate. The Engineer, utility company, representative and the Contractor will coordinate actual location of vault handholes, manholes and conduits as necessary to avoid conflicts with existing utilities and appurtenances. Contractor shall adjust the depth and width of the trench as required at utility crossings. The excavation shall be backfilled in conformance with other applicable requirements as outlined elsewhere in these Kent Special Provisions and WSDOT Standard Specifications. Typical trench details are shown on the plans. The Contractor shall use crushed surfacing top course, 5/8 inch minus for backfill and shall dispose of all excess material as directed by the Engineer. It shall be the Contractor's responsibility to coordinate his work with the serving utility prior to and during construction and shall protect the owner against any and all damages arising therefrom. 8-32.3(3) Trench Bottom Stabilization Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. 8-32.3(4) Backfill for Electrical, Telephone and TV Trench Wherever a trench is excavated in a paved roadway, sidewalk or other areas where minor settlement would be detrimental and where the native excavated material is deemed not suitable for compaction as backfill by the Engineer, the trench shall be backfilled with crushed surfacing top course, 5/8 inch minus. The backfill material shall be placed in successive layers, not exceeding twelve (12) inches in loose thickness, each layer shall be compacted to at least 95 percent of maximum dry density in accordance with ASTM D-1557. 8-32.3(7) Conduit Installation Contractor is responsible for the installation of PSE, Comcast and CenturyLink-furnished conduit. Conduit shall be installed by the Contractor in accordance with NEC and these specifications. Contractor SE 256`" St Improvements/Madfai 8 - 36 May 9, 2013 Project Number 09-3012C j shall be responsible for all coordination work between PSE, CenturyLink and Comcast. All conduit shall be proofed by being blown clean with compressed air and pulled with a mandrel correctly sized for each conduit. The Contractor shall furnish and install 1/4" diameter nylon rope in all City conduit runs. PSE, CenturyLink and Comcast shall supply all conduit material including all bends, radius conduits, brackets and collars for stacking the conduit. 8-32.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "Joint Utility Trench (2 Ft. Wide, 3 Ft. Cover)" "Joint Utility Trench (3 Ft. Wide, 3 Ft. Cover)" "Joint Utility Trench (4 Ft. Wide, 3 Ft. Cover)" The unit contract price per lineal foot for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate and backfill for trenches as shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), cleanup and all other work described in Section 8-32.1 of the Kent Special Provisions. Cost to coordinate with utilities to place their facilities in the trench and to obtain utility supplied conduit shall be included in this bid item. "PSE - Vault Excavation and Installation (507)" "PSE - Vault Excavation and Installation (5106)" "PSE - Vault Excavation and Installation (575)" "PSE - Vault Excavation and Installation (504)" "PSE - Vault Excavation and Installation (3642)" "PSE - Vault Excavation and Installation (233)" "PSE - Vault Excavation and Installation (3030)" "PSE - Vault Excavation and Installation (13" x 241" "CenturyLink - Vault Excavation and Installation (264 TA)" "Centuryl-ink - Vault Excavation and Installation (467 TA)" "Comcast - Vault Excavation and Installation (253-LA)" The unit contract price per each for the above items of the size specified shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to excavate, and install the utility vaults as shown on the plans and as described in the specifications. The bid price includes, but is not limited to: backfill (when native material is to be used), dewatering, and clean up and all other work described in Section 8-32.1 of the Kent Special Provisions. SE 256"' St Improvements/Madfai 8 - 37 May 9, 2013 Project Number 09-3012C "PSE - Installation and Proofing of 2 Inch Diameter PSE Conduit" "PSE - Installation and Proofing of 3 Inch Diameter PSE Conduit" "PSE - Installation and Proofing of 4 Inch Diameter PSE Conduit" "PSE - Installation and Proofing of 6 Inch Diameter PSE Conduit" "Comcast - Installation and Proofing of 2 Inch Diameter Comcast_ Conduit" "Comcast - Installation and Proofing of 4 Inch Diameter Comcast Conduit" "CenturyLink - Installation and Proofing of 2 Inch Diameter CenturvLink Conduit" "CenturvLink - Installation and Proofinq of 4 Inch Diameter CenturyLink Conduit" The unit contract bid price per linear foot for the above items shall constitute full compensation for all materials, supplies, labor, equipment and tools required to install the utility company supplied conduit as shown on the plans. Also included in this bid item are all costs associated with proofing the conduit and all other installation requirements outlined in Section 8-32.1 of the Kent Special Provisions. The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. 8-37 FIELD TRAILER 8-37.1 Description This work shall consist of furnishing and installing a field trailer on the project site for the City to have meetings with the Contractor and City personnel. 8-37.2 Materials All labor, materials, tools, supplies, and equipment used for this work shall be furnished by the Contractor. 8-37.3 Construction Requirements The Contractor shall furnish and install a temporary field trailer for the sole use of the City. The trailer shall be set up adjacent to the Contractor's site trailer or at an approved on-site location. The trailer shall be installed within the first ten (10) working days of NTP and shall be maintained on-site until two (2) weeks after final acceptance of the contract. The trailer shall be weather tight, installed plumb and level, and be provided with the following minimum requirements. • Floor space: 450 square feet (consisting of at least two offices of approximately 100 square feet each - with doors, and conference room space of at least 250 square feet). The trailer shall be a minimum of 12 feet wide. • Above ground floor with side boards around crawl space to retain heat SE 2561' St Improvements/Madfai 8 - 38 May 9, 2013 Project Number 09-3012C • Electrical power, providing lights and heat to all rooms, energized within 10 days of NTP • Telephone: Provide two (2) 2-line telephones, one in each of the offices. Provide a shared voice line. Provide one (1) dedicated data transmission line for a fax machine and one (1) network line (Comcast). If a network line is not available to the site, the Contractor shall provide an additional data transmission line for a modem. • Adequate windows for ventilation. Windows shall include security bars or screen • Shelves: Twenty (20) lineal feet (divided equally between the offices) • Minimum of four (4) 30-inch x 60-inch, double pedestal desks with office chairs (2 each per office) • One (1) plan table: 42" x 72", at end of conference room • Four (4) conference tables: 30" x 72", and ten (10) stacking chairs in the conference room Four (4) four drawer legal size filing cabinets • Cylinder door lock, and six keys • Portable toilet facilities adjacent to the trailer • Stairs with landing and safety hand rails leading to each entrance door Minimum, two (2) entrance doors • Rain cap/porch cover at each entrance door • A/C powered, electronic burglar alarm system with auto phone dialer 24 hour monitoring system and battery backup. Includes minimum of two (2) 18' x 24" signs or placards on exterior of trailer indicating the presence of an alarm video surveillance system. • Crushed rock parking area or better and walkway for minimum four (4) vehicles • Extra secure locking system for all exterior doors • Water service (i.e., Crystal Springs or equal, etc.) including water cooler • Exterior sign indicating address of trailer and phone number to call in case of emergency • "White board" dry erase in conference room - 36" x 48" minimum The Contractor shall coordinate utility hook-ups for telephone and electrical power, including all permits, fees, and/or licenses. Monthly charges for telephone, power, and portable toilet facilities shall also be included with this bid price. 8-37.4 Measurement "Field Trailer" shall be measured per lump sum. 8-37.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: SE 2561" St Improvements/Madfai 8 - 39 May 9, 2013 Pro3ect Number. 09-3012C The unit contract price per lump sum for "Field Trailer" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the field trailer in a location negotiated by the Contractor and described above in the specifications. SE 256'h St. Improve ments/Madfa1 8 - 40 May 9, 2013 Project Number 09-3012C DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. SE 2561" St Improvements/Madfai 9 - 1 May 9, 2013 Project Number 09-3012C * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. SE 2562h St Improvements/Madfai 9 - 2 May 9, 2013 Project Number 09-3012C 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.1(1)A Rotted Manure Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. 9-14.1(1)B Peat Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) .... 100% Passing 1 mm sieve............................. 80% minimum Passing 0.15 mm sieve ........................ 15% maximum SE 256`h St Improvements/Madfai 9 - 3 May 9, 2013 Project Number 09-3012C SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min % Min % Max 0/6 Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min % Max Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: SE 256t" St Improvements/Madfai 9 - 4 May 9, 2013 Project Number 09-3012C Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix consisting of one part rotted manure, one part sandy loam, and one part peat by volume with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. SE 2561h St Improvements/Madfai 9 - 5 May 9, 2013 Project Number 09-3012C Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 Inch sieve (square opening) 100% Passing 1 mm sieve ......................... 80% minimum Passing 0.15 mm sieve ..................... 15% maximum The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting Ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.6 Plant Materials 9-14.6(1) Description SECTION 9-14.6(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.6(1)A Street Trees The following table provides both the list of approved street tree species, and some of the characteristics associated with each street tree species at maturity: Common Name Scientific Name Height Width Shape Min. (feet) (feet) Spacing (feet) Medium Street Trees Plant when powerlines 30'to are not present 45' trees Armstrong Maple Acer rubrum 45' 15' Narrow, upright 25' 'Armstrong' columnar Pacific Sunset Maple Acer truncatum x Acer 30' 15' Upright spreading, 25' lantanoides 'Warrenred' rounded crown Crimson Spire Oak Quercus alba x Quercus 45' 15' Columnar, tightly 25' robur 'Cnmschmidt' fasts sated SE 2561" St. Improvements/Madfai 9 - 6 May 9, 2013 Project Number: 09-3012C 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at (253) 856-5127. 9-16 FENCE AND GUARDRAIL SECTION 9-16.1(1)8 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1(1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. SECTION 9-16 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-16.5 Wooden Fence and Gate 9-16.5(1) Wooden Fence and Gate Material Wooden fence and gate shall consist of 6' high 1" x 6" cedar boards free of knots, attached to 8' long 2" x 4" pressure treated frame work. The wooden post shall consist of 8' x 4" x 4" pressure treated post with the top 6' above ground. The post shall be encased in 2' depth of concrete cement on 8' centers. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. SE 2561h St Improvements/Madfai 9 - 7 May 9, 2013 Project Number 09-3012C SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL. ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THIS SECTION: 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted-Pair Communication Cable Replace ' AWG 22" with "#AWG 19". 9-29.6 Light and Signal Standards SE 25Vh St Improvements/Madfai 9 - 8 May 9, 2013 Project Number 09-3012C SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.6(2) Slip Base Hardware INSERT THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED AT THE END OF THE SECTION WITH THE FOLLOWING PARAGRAPH: 9-29.6(S) Foundation Hardware Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole cap shaft, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED AS FOLLOWS. 9-29.10(1) Conventional Roadway Luminaires THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The preapproved street lighting luminaires for this project are as follows: SE 2561h St Improvements/Madfai 9 - 9 May 9, 2013 Project Number 09-3012C For 400 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 40 S 3 M 1 2 F MC3 2 N For 250 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 25 S 3 M 1 2 F MC3 2 N For 200 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 20 S 3 M 1 2 F MC3 2 N For 150 Watt Luminaires: GE Model M-250A2 POWR/DOOR WITH CUTOFF OPTICS, Ordering number: M2AC 15 S 3 M 1 G MC3 2 U For 100 Watt Luminaires: GE Model M-250A2 POWR/DOOR WITH CUTOFF OPTICS, Ordering number: M2AC 10 S 3 M 1 G MC3 2 U Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchT" 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with uninsulated solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with ScotchTM#06147 Electrical Moisture Sealant, or approved equal. SE 256" St Improvements/Madfai 9 - 10 May 9, 2013 Project Number 09-3012C 9-29.13 Traffic Signal Controllers SECTION 9-29.13(2) IS REVISED AS FOLLOWS. 9-29.13(2) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM S BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. 9-29.13(3) Emergency Preemption SECTION 9-29.13(3) IS REVISED BY DELETING THE FOURTH SENTENCE. SECTION 9-29.13(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.13(7) Traffic-Actuated Controllers The traffic-actuated controller for all City traffic signals shall be a US Traffic MultisonicsT11 820A-VMS. SECTION 9-29.13(7)B IS REVISED AS FOLLOWS: 9-29.13(7)B Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, eighteen 2 channel detectors (Reno A+ETM Model Q-24 or approved equal), two S amp - 24 VDC regulated detector power supplies (Detector SystemSTM Model 201 or approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. SE 2561h St Improvements/Madfai 9 - 11 May 9, 2013 Pro3ect Number 09-3012C yl ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(2) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: S. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Solid State DevicesTI Model EDIMMU-16LEIP, or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases only, i.e. 1, 3, 51 7. ITEM 8 IS REPLACED WITH THE FOLLOWING: 8. Detector test switches with separate operate, test, and off positions shall be provided. The switches shall provide a spring loaded momentary contact that will place a call to the controller. Switches shall be provided for eight vehicle phase inputs, eight pedestrian phase inputs and eight system detector inputs. All switches on the panel shall be marked with the function they control. All marked numbers shall be permanent. SE 256th St Improvements/Madfai 9 - 12 May 9, 2013 Project Number: 09-3012C ITEM 11 IS REPLACED WITH THE FOLLOWING: 11. An LED interior cabinet light mounted at the top of the enclosure with a door switch to automatically energize when the door opens. The light shall be installed a minimum of 12 inches from the vent fan thermostat. The switch shall be labeled "LIGHT". ITEM 12 IS SUPPLEMENTED WITH THE FOLLOWING: 12. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. ITEM 15 IS ADDED TO THIS SECTION TO READ AS FOLLOWS: 15. Emergency preemption equipment shall be GTT 700 series. The lead in cable, from the optical detectors to the controller cabinet shall be GTT Type 138 cable. ITEM 16 IS ADDED TO THIS SECTION TO READ AS FOLLOWS: 16. The cabinet shall have a 15 ampere GFI-protected double outlet receptacle mounted on the right side, between the upper and lower equipment shelves. This same GFI will provide protection to outlet receptacles mounted on the Auxiliary Panel. SECTION 9-29.13(7)D IS REVISED AS FOLLOWS. 9-29.13(7)D NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 1. Cabinets shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The inside of the main cabinet door does NOT have to be coated. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. City of Kent detector rack layout chart included in Appendix 3 of these specifications. ITEM 3 IS SUPPLEMENTED WITH THE FOLLOWING: 3. The controller cabinet shall be a 44-inch wide Type P-1 aluminum cabinet. SE 2561" St Improvements/Madfai 9 - 13 May 9, 2013 Project Number 09-3012C 9-29.16 Vehicular Signal Heads, Displays, and Housing 9-29.16(2)A Optical Units ITEM 1 IS SUPPLEMENTED WITH THE FOLLOWING: 1. Light emitting diode (LED) light sources are required for all signal displays. SECTION 9-19,16(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. 8. Warranty: A five-year written manufacturer's warranty from date of installation on parts and materials will be provided. SECTION 9-29.16(2)B 3RD AND 4TH SENTENCES IN PARAGRAPH 5 HAVE BEEN MODIFIED AS FOLLOWS: 9-29.16(2)B Signal Housing In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. SECTION 9-29,16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall be ADA compliant and the actuator shall operate a mechanical switch. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Pre-approved is Gelcore part number PS7-CFF1-01A-18. SE 2561h St Improvements/Madfai 9 - 14 May 9, 2013 Project Number 09-3012C SECTION 9-29.21 IS REVISED AS FOLLOWS. 9-29.21 Flashing Beacon Delete the words "12 inch yellow displays shall be dimmed 50 % after dark". SECTION 9-29.24 IS REVISED AS FOLLOWS; 9-29.24 Service Cabinets ITEM I. IS REPLACED WITH THE FOLLOWING: I. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS. Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 150 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to disconnect and bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SE 2561" St Improvements/Madfai 9 - 15 May 9, 2013 Project Number 09-3012C SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-29.26 Street Light Lamps Street light lamps shall be Lumalux PIusTM Plus / ECO high pressure sodium (HPS) lamps, or approved equal, unless otherwise specified on the Street Light Plans. Street light lamps shall: have an average rated life of 24,000 hours; be non-cycling; and contain no more than 5.0 mg/I for lead, and 0.2 mg/I for mercury. 9-29.27 Traffic Signal Battery Backup Power Unit 1. Features: 1.1. All traffic signal battery back-up power units shall employ a 12Volt DC parallel battery system. 24 and 48 Volt battery configurations will not be accepted. 1.2. All battery backup power units shall utilize the Xantrex® ProSinel" 2.0 2000 Watt Inverter/Charger unit, complete with associated control display panel. 1.3. Batteries shall be individually connected to the battery bus utilizing approved quick-connect modular battery connectors. Battery connection scheme must provide a "Hot-Swap" capability during operation. Battery cable sizing shall be appropriate for the type and quantity of batteries supplied. 1.4. Batteries shall be 12 Volts DC, Absorbed Glass Mat type, Group 27. Batteries shall meet or exceed Specification MIL B- 8565J (Sec 4.6.22). The quantity of batteries to be supplied shall be specified in the contract, or by the project engineer. 1.5. All battery backup power units shall possess an AC voltage bypass/disconnect switch or relay. The bypass/disconnect method shall couple the normal AC power source directly to the signal controller cabinet, while completely isolating the inverter/charger unit from the circuit. 1.6. All battery backup power units shall possess a 0-4 hour Time Delay Relay, with both "delay on make" and "delay on break" contact sets. This relay shall be energized upon loss of AC input power, or "Inverter On" condition. Relay contacts must be easily accessible, and clearly labeled. 1.7. Cabinets shall be equipped with thermostatically controlled fan ventilation. 1.8. Equipment supplied shall be one of the pre-approved models listed below, or approved equal. Manufacturer/Vendor Model/Type Advanced Traffic Products, SH12000R Traffic UPS Inc. Rhino Manufacturing, Inc. Model 7000-1 (Kent Signal Cabinet) SE 2561^ St Improve ments/Madfa1 9 - 16 May 9, 2013 Project Number 09-3012C 2. Installation/Cabinet Mounting Style: 2.1 Traffic UPS Cabinets shall not exceed 24 inches in width and 18 inches in depth. 2.1.1 Cabinet height shall be sufficient to accommodate the quantity of batteries required by the contract, or specified by the project engineer. 2.2 Installation shall be performed in accordance with City Construction Standards. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-30.1(1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C115/A21.15. SECTION 9-30.2(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(6) Restrained Joints Where specified on the plans, the Contractor shall supply specially modified push on joint pipe and fittings with joint restraint utilizing ductile iron components. Restrained joints shall be designed for a water working pressure of 250 psi for pipe up to 12" in diameter. Field locking gaskets for restrained joints shall not be permitted. Mechanical joint fittings connected to restrained joint pipe shall have restrained retainer glands, RomaGrip, StarGrip series 3000, megalug series 1100, or approved equal. No field welding will be allowed. SE 256" St Improvements/Madfai 9 - 17 May 9, 2013 Project Number 09-3012C Restrained joint pipe shall provide mechanical restraint not dependent upon friction. Restrained joints and pipe to which they are attached shall meet all requirements of these Specifications. Any in-plant welding required for production of the restrained joints shall be done only by welders certified by AWS for the specific type of welding involved. No field welding will be permitted. Joint restraints that have prior approval for bidding include: 1. American Ductile Iron Pipe Co. - American Flex-Ring Joint Pipe 2. U.S. Pipe Co. - TR FLEX Restrained Joint Pipe 3. Pacific States Cast Iron Pipe Co.-Thrust-Lock restrained joint pipe Each pipe manufacturer wishing to supply materials to this project, that do not have prior approval, shall submit to the Engineer, no later than ten days prior to the bid opening details of his proposed basic restrained joint for straight run of pipe; transference of restraint from bends, tees, and other fittings to straight pipe; and method of jointing to cut length of pipe or joining to restrained bell of fitting in a completely restrained length of pipe from bend to bend or between other fittings. Field welding of ductile iron calculations and drawings to enable the design of the joint to be reviewed, a listing of field experience and service with references, factory development and testing summary, and certification of number of years that the type of joint has been in regular production and service. Proof must be provided and data submitted for review that hydrostatic testing of the type and size of restrained joint to be used on the project was successfully conducted during the research and development phase of the joint production. Documentation shall be sufficiently complete to provide, to the Engineer's satisfaction, the joint's adequacy. No restrained joint shall be installed until approved by the Engineer. Joint manufacturers shall be prepared to meet with the Engineer for discussion of the submitted data. Joints approved for bidding, other than those with prior approval as listed above, will be identified by issuing a letter of approval to the manufacturer. This letter shall be included with any quotes from manufacturers to contractors for the joint in question during the bid preparation. Review and approval will not relieve the contractor of responsibility for proper performance and service of all materials and construction relating to the restraint of unbalanced hydrostatic forces. SE 256`" St Improvements/Madfai 9 - 18 May 9, 2013 Project Number 09-3012C 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with 0-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. SE 2561" St Improvements/Madfai 9 - 19 May 9, 2013 Project Number 09-3012C SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, East Jordan-Water Master SCD 250, or Mueller Super Centurion. SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1. Valves and Nozzles - Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). SECTION 9-30.5(6) ZS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.5(6) Guard Posts Guard posts shall be constructed of Class 3000 cement concrete; shall be 6-feet long and 9-inches in diameter; shall have 5 equally spaced number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and shall otherwise conform to Kent Standard Plan 3-3. The FOG-TITE hydrant guard post is the pre-approved guard post. All other posts require the approval of the Engineer. SE 256`" St Improvements/Madfai 9 - 20 May 9, 2013 Project Number 09-3012C SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9- 30.6(4)) only. SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Pipe Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi, Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the SE 2561" St. Improvements/Madfai 9 - 21 May 9, 2013 Project Number 09-3012C manufacturer's product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent Joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack Joint couplings shall be made of bronze, and shall have a gasket or O-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack Joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Strai ht CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 Inch SE 2561^ St Improvements/Madfai 9 - 22 May 9, 2013 Project Number 09-3012C Ford Pack Joint for Pol eth lene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-11-44 1 1/2 inches Ford VBH76-15B-11-66 L/BP 2 inch Ford VFH77-15B-11-77 L/BP SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turning areas SE 256" St Improvements/Madfai 9 - 23 May 9, 2013 Project Number 09-3012C Meter Box Meter Size Location Type 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 1 All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1324B-11- inch 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-P21- SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters All water meters regardless of their respective size shall register in cubic feet. Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. SE 256fh St Improvements/Madfai 9 - 24 May 9, 2013 Project Number. 09-3012C KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-1 Standard Fire Hydrant 3-2 Temporary Hydrant Connection 3-3 Guard Post 3-4 Valve Marker Post 3-7 Valve Box and Operating Nut Extender 3-9 Concrete Blocking 3-10 Service Connection 1" Service 3-12(a)M Compound Water Meter with By-Pass 3-12(b)M Compound Water Meter with By-Pass 3-16 Single-Family Residential Domestic Waterline/Fireline 3-20 Combination Air/Vacuum Valve & Vault 3-22 Typical Pipe Trench SEWER 4-1 Manhole Type 1 48" & 54" 4-3 Standard Manhole Frame and Locking Cover 4-5 Manhole Grade Ring, Safety Steps & Ladder 4-7M 6" Cleanout STORM 5-1 Catch Basin Type I 5-2 Catch Basin Type II 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-5 18" x 24" Vaned Grate 5-7 Through-Curb Inlet Frame 5-8 Through-Curb Inlet Installation 5-10 Round Solid Catch Basin Frame and Cover 5-19 Beveled End Pipe Section 5-20 Trash Screen 5-31 Filter Fabric Fence SE 256'h St Improvements/Madfat A - 1 May 9, 2013 Project Number 09-3012C STREET 6-33 Cement Concrete Curbs 6-35 Expansion and Contraction Joints 6-41 Handrails 6-43 Commercial Cement Concrete Driveway Approach 6-43R Commercial Cement Concrete Driveway Approach Reverse Slope 6-50 Clear Zones 6-54 Street Tree Locations 6-55 Street Tree in Planter 6-70 Mailbox Installation Type 1 and 2 (2 sheets) 6-72 Standard Monument, Monument Case and Cover 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 6-82 Sign Installation 6-86 City Light Standard 6-89 Light Standard Foundation and Junction Box 6-89M Eccentric Light Standard Foundation and ]-Box 6-90 Junction Box and Street Light Wire Runs 6-91 Street Light Trench for Conduit Runs 6-93 Standard Junction Box Types 1 & 2 (2 sheets) 6-98 Induction Loop Details 6-99M Induction Loop Installation Notes 6-100 Induction Loop Placement SE 256"n St Improvements/Madfai May 9, 2013 Project Number 09-3012C Q a Ua O �� n Z K W N p G P v Uj n w C7 Y W ea ° QQ wZ FF J U (/i U Ln V �- U U W Z W F- �so g� LL => z m w� Zo �nN Jz�w z �n� z Is Q > w YN :n '� O S wf H w U W S S r O rn Z > =0 m u to Oo Z � r U Z p �n0 G w W W W z O V)�z O WOW OUz 00 JcC ¢ w WC7wQ �Ua zx0 oa o �¢ w uHg r Q / w?Jf nQa = Gn � ¢ w w >> in w � � cl 3 zi. / J� >W v�rz m3 � QQ �w rzn�. cc Or Z �7� � m� ZO Q wg / fOa OZJ U w LLZ p c��n�n Ana �3Ln¢u~i a�� rQma mo JW = o z w s3 w a Z w LL o� Z N w Ln w Wp ¢ z r Z W w = W Q =utZ W Cis o Ow �cG 0aaw.44. > Zf w wgwo Z a ti0 QQ3: ce W ro of S N n w >of O o ce J m W O O O Z 4 Q Z W zQ ti Z a SV1 = >Z r OKW 0 0 =O cn w z `°' w z ¢y 0 3-6"MIN. O' 3 W "' K Qr` Q Z W W M C7 M M W Z WW V1 a U Q w W 0 .Y. 4 [G Q a U W ..� / Q FF---- Z Q Y Z C 0 w 0 r N < O S O WZ 4 W Q M �W Q O J 2 X O > i twnS � xkc z � Qo < U. = w H a 0 0. m O LO 0 m 0 2' W Z Q W F- h- V 0 UZQ UZ z iK O Q v —w ¢�a O "� ¢0 O O U K m w Z 0 O 2 J wM O S E x SU Q W t%• W Z W O W W U R O�0 ti � V] H O WzFr z Z�- O YCQ Zw O a oiZn aw0 J¢Z O Z Qg > z- 2g a d � W uu X Z Q O W U dwZJ QQgZ' U 2 00K m �D O W ZQ Z U J U 0 In 1¢L K m Qd> Z W W Q x w ¢ W Z (7 J Z UVI r Y W s U Y M w Z Z Q Z q w N LL U Q Y W I W ¢ d Vl W J Z � } 0 W .. W cl ti(.7 Q .u. r V1 d Q O d 2 V N W w0tn m W Z O N M O v w NOTE; THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3'NOMINAL o Or�E�zT AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE - �It u t S I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT a Qf WA3N THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ENGINEERING DEPARTMENT O Z v Y H w o O SI V KENT STANDARD FIRE HYDRANT a 10 ,p 21493 M °ed • �Q� FIST ERE` \\'C DESIGNED DMW ° FS$ONAL DRAWN Be SCALE NONE STANDARD PUN > CHECKED DATE �! APPROVED amnccn 1 ISCHARGE/FLUSHING APPROVED CROSS DECHLORINATION CONNECTION CONTROL DEVICE AND METER SUPPLY HOSE TEMPORARY TEST SAMPLING FAUCET BLOCKING CONTROL VALVE NEW WATER MAIN TEMPORARY CAP OR PLUG i APPROVED CROSS DISCHARGE/FLUSHING CONNECTION CONTROL DECHLORINATION DEVICE AND METER TEMPORARY BLOCKING SAMPLING FAUCET - CONTROL VALVE I D4 - - - - - - — - - NEW WATER MAIN TEMPORARY CAP OR PLUG NOTES: NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. THE USER SHALL PROVIDE THEIR SosEp AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE OWN GATE VALVE BETWEEN THE 1Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT METER AND DISCHARGE POINT. �� WAS F p THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. �� q'c Q ��7 CITY OF KENT 2. CROSS CONNECTION CONTROL ENGINEERING DEPARTMENT DEVICE AND METER SHALL BE \ SUPPORTED IF NOT RESTING ON E �J \�ENT TEMPORARY HYDRANT THE GROUND. O� PAC 1493R�p �� w..H,.u•u. CONNECTION DESIGNOFFS �NALEFN DPAWNED SCALE NONE STANDARD PLAN 'V CHECKED DATE 6-11-99 3-2 APPROVED wcwm ) 09 1 GUARD POST FIRE HYDRANT 3' MIN. rj — II — — — — `-7 CLASS 3000 -m III 1 CONCRETE III III -- III III 1111 111 III / N O Z WATER w MAIN LOWER LIMB + FOR PAINT POST GUARD //7//7//\� zo \�//� �/ TYPICAL PLACEMENT DETAIL z in NOTES: 1. THE FOG-TITE HYDRANT GUARD POST IS PRE-APPROVED ALL OTHERS REQUIRE WRITTEN APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION 2O GUARD POST ARE INSTALLED WITH TOPS SET AT THE SAME HEIGHT AS 9"DIA. THE HYDRANT IF MORE THAN ONE POST IS SET,THEY SHALL BE SET AT I THE SAME HEIGHT k 3. PAINT EXPOSED POST THE SAME COLOR AS THE FIRE HYDRANT,SEE STANDARD PLAN 3-1 4. SEE STANDARD PLAN 3-1 FOR FIRE NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT HYDRANT DETAILS, OSEPzr AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE � 5. GUARD POSTS ARE N07 USED WHERE S t I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT� of WAs'q/ �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST FIRE HYDRANT IS LOCATED BEHIND CURB AND GUTTER OR POSTED v c� CITY OF KENT SPEED LESS THAN 40 MPH y Z ENGINEERING DEPARTMENT 6, GUARD POST SHALL BE LOCATED GUARD POST OUTSIDE OF THE CLEAR ZONE.SEE A� �F 21493 �p �Q, w•»»ioia» STANDARD PLAN 6-50. ox, SIST e VG\� DRAWN DESIGNED BBW SCA E NONE STANDARD PLAN 7. FOR USE ON PRIVATE PROPERTY. ONAL E CHECKED DATE dclxErn 3-3 APPRCJED �r'I)(FIiCt1 1609 TYPICAL 2"HIGH BLACK STENCIL MARKINGS ON THIS FACE ONLY, HOMERIGHT PAINT. �— SIZE OF VALVE fN TOC�5f�F P05T• 5 3000 CONPO' �R6rO 15 E P C05 E GR ppV � /FlNJSNOp 6Rpp ITFoR2 tR �Owllorwllf l 3,1 DISTANCE co NTTON pARo PoN ' TO VALVE PA"E5TAN liPE) OR BLOWOFF (56 Z FOR != �Nrogc OAR d3 R USE 1 lea O "TI`P' " FOR GATE VALVE p / R 13/O a "BV" FOR BUTTERFLY VALVE OR "BO"FOR BLOWOFF ASSEMBLY 53,60 005. 31l2, y NOTES' NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SEE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1. FOR USE ON PRIVATE PROPERTY, S Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WAS THE CITY OF{ENT.A COPY MAY BE OBTAINED UPON REQUEST, 2. THE FOG TITE INC.VALVE MARKER CITY OF KENT POST WITH THE"WATER"LEGEND IS wP (� Z � ENGINEERING DEPARTMENT THE PRE-APPROVED PRODUCT.ALL =' y OTHERS REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER PRIOR KENT VALVE MARKER POST TO INSTALLATION ApO RF 2S TER�Q DESIGNEE)��� DMW DRAWN ea SCALE NONE STANDARD PLAN J)DIV AL �\v CHECKED DATE J Z-4 3 APPROVED japtpr^,her 2009 OLYMPIC FOUNDRY VB 940 WITH TWO (2)INCH"DEEP SKIRT"COVER. THE COVER SHALL BE MARKED "WATER". 3' °d a ° n a 41i in O ° ° e d ' a e d a ° e ° EXTENSION WATER AS NEEDED ° e ° d " ° ° e O d ° ° f+f 6 ° ° d (!1 ° e 3'x3'x4"THICK CONCRETE(3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS BASE SECTION: RICH 24" PLAN VALVE BOX BOTTOM, OLYMPIC NO.VBIC OR 2"SQUARE PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION 4 ROCK GUARD, 4 1/4" DIA 1/8" MIN THICK w � o VALVE BOX WITH Z w w Z OPERATING NUT EXTENDER J a 3/4" SOLID STEEL ROD. NOTES: 1. EXTENSIONS SHALL BE A MINIMUM OF ONE(1)FOOT LONG. 2. EXTENSIONS SHALL BE SIZED AS OPERATING NUT EXTENDER NEEDED,AND PAINTED WITH TWO(2) NOTE'THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT I COATS OF METAL PAINT. OSEPt, AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE S 'Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. EARS, LUGS OR STAINLESS CAP of WASly THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. SCREWS COVER SHALL BE ALIGNED p co CITY KENT WITH DIRE CTION OF WATER FLOW. � � � z � ENGINEERING DEPARTMENT 4, FOR ADDITIONAL REQUIREMENTS AND t'7 y KtNT VALVE BOX AND USE SEE WSDOT STD.SPECIFICATIONS o q 21493 0 w°°„,„,.,. OPERATING NUT EXTENDER SECTION 3 19 �0/1 �FGISTER�\ \<1 F J i DRAWN EO BBW SCALE NONE STANDARD PLAN S. VALVE BOX SHALL BE CENTERED OVER ANAL F CHECKED- DATE 2"SQUARE OPERATING NUT APPROVED O1N¢n 3r7 i?ptewber 2JO9 B THRUST BLOCK - TABLE P MINIUM BEARING AREA AGAINST UNDISTURBED SOILS UARE FEET PIPE PRESSURE X SIZE PSI A B C D E 100 PSI 200 2/(1) 1/(NONE) 1/(NONE) NONE NONE 4 300 3/ 2) 2/(2) 2/(1) 1/(1) NONE NONE „ 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) 6 300 6/4) 4/(3) 3/(2) 2/(1) 1/(NONE) NONE B. 200 7/(5) 5/(3) 4/(3) 2/(2) 1/(1) 8 300 ll/(8) 8/(5) 6/(4 3/(2) 2/(1) 3i(2) 9D°BEND TEE 10" 200 11/(8) 8/(6) 6/(4) 3/(2) 2/(1) 4/(3) 275 16/ L) 11 7 9/(6) 5/(3) 3/(2) 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) C 12 250 24/ 16 17/ 11) 13/9 7/5 4/(3) 5/(4) 14" 200 22/(13 16/(11) 12/(B) 6/(4) 3/(2) 7/(6) �( ���_(��!�� 200 33/(19) 23/(16) 18/ 12) 9/6 5/(3) Z00 29/(19) 21/(14) 16/(.1) 8/(6) 5/(3) B 16" 225 32/(21) 23/(16) 17/(12) 9/(6) 5/(3) 10/(7) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) S/(4) 13/(9) CAP/PLUG 450 BEND 20" 200 45/(29) 32/(21) 24/(16) 13/(8) 7/(4) 16/(11) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) 23/(16) D E NOTE:ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS AT END OF LINE DURING TESTING.ADDITIONAL BLOCKING SHALL ALSO BE PROVIDED UNDER TEES AND CROSSES, 2-3/4"DAL RODS FOR 10" SIZE&SMALLER 2-1"DIA. RODS LARGER THAN 10"SIZE 22 1/20 BEND 11 1/4°BEND NOTES: 1, SQUARE FEET OF CONCRETE THRUSTS-BLOCK AREA BASED ON SAFE BEARING LOAD OF 2000/(3000)POUNDS PER SQUARE FOOT. � e 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE,PRESSURES& SOIL CONDITIONS. X 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE,CLASS 3,000& GATE VALVE MIN.8"IMBED HAVE MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING VALVES MAY ALSO BE SUPPORTED WITH 10"x10"x4" SAFE BEARING LOADS IN LB./SQ.FT. CONCRETE CINDER BLOCKS WITH COMPOSITE SHIMS THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR HORIZONTAL 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY&SHALL BE CLEAR OF THRUSTS WHEN THE DEPTH OF COVER JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT OVER THE PIPE EXCEEDS 2 FEET. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND SOIL SAFE BEARING LOAD FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. LB. PER SQ. FT. *MUCK,PEAT,ETC. 0 6. WRAP WATER MAIN WITH 4 MIL POLYETHYLENE SHEETING IN AREA SOFT CLAY 1,000 OF THRUST BLOCK, SAND 2,000 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SAND&GRAVEL 31000 OS EP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SAND&GRAVEL S 'I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CEMENTED WITH CLAY 4,000 � pF WASH? THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. HARD SHALE 10,000 CITY OF KENT P Z � ENGINEERING DEPARTMENT *IN MUCK OR PEAT,ALL THRUSTS SHALL B �� = y RESTRAINED BY PILES OR TIE RODS TO [— SCENT CONCRETE BLOCKING SOLID FOUNDATIONS OR BY REMOVAL OF -O P 21493 p we•»i»"t°» i MUCK OR PEAT AND REPLACEMENT WITH POt FGISTER� BALLAST OF SUFFICIENT STABILITY TO If �G\� DRAB E� BB SCALE NONE STv O RD PLAN RESIST THRUST, ONAL E CHEacm onrE APPROVED r 9 Z C u w U a w 0 F oz wo p =E Z Ou 0 a Z = w wx VUi U F K m Z f W O U a Q xx {VVy-- Y W C W K ¢� �¢ U zwa w� Oa0 EO 'nt� 5 ¢ LLrr - uwF tid pQ � 4: Yw W Z V1 H Z W J N C o m Qw ti0 w U U in n- FK O-9 p0 < z�a N �s a W o zd �0 0 1N3W3SV3 u ccw z : CL sz o oc a0),L'dldOHd rCz " V 0 U z Q^ l7 W N Z Z=V)V w cl In O a O O OpT F- m z� Q O OTOl.B YLL 0� U u Nor, N da �a O .-i+4 .-1 Vl NL2i w Q� Z W O 2Q O (,m V N�� N o S o0 p� i .4- K `� O o0w Ln0 wo px n zOz i" _E y^. D wLI) o � a.�� W w a 0 w oom z �m &� � } u� cl w oW F I z� � o � mZ w �G w Now �z �z x<024z Fw' µWO1Q�z zL N WO �J2' Z a. VI J W u W yI-j F- O o.Z Zt I"'l9 Q X U VI `Su+ O OS� (n Y0 O K p d E Q w Z F- Zf" U Q,N-r w W w - ♦ z\ f0 .+FM w � ~W OO wT- wD W W Qa QKn�. Q� NG N > > w Z lQ7 Ka� K f w � V d O W- N Q lwn > a Gw U u .N-i �� 04 d 0 d F E iZ O CJ ri d' O O Y VJ J dr m NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 0 g m O�EljzT AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WASy/ THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST, `A CITY OF KENT ENGINEERING DEPARTMENT �e SERVICE CONNECTION �o 21483 a 4 KE°NT i" SERVICE P O,r c P� F ISTE � k`" DEsIcNm Duw score NONE STANDARD PIAN f ANAL LNG DRAWN DD CHECKED DATE 3 tl APPROVED aooum I � \ i ) e 8 { / / § \ \ ( \ \(/ 2 \ / CITY §, (\ a §� > ) ) 3 cy 01 : J _§ ` � §� \ ) ) \ ( { E § � « / \ \ $-§ } \ \ \\\ ) / \ (z ( W / \ o\\ (` � k / _ /§ ® ° ( \ « 3 � g � z � < . «. � & } {\ ) \0 \C \ { ( ( j 2 : / ® \ t & [ z i {ge 2 = e * j\ 7 clo j < o) <R ° / (S (: \\\ °\ v\ )3 \z < / O OO\ f§ z E Ln /\ § e\ $ %§ / / m & > a()$Ep �»® #s�7 & \ \ $� � e � { MIN IST , © A \) Ems�wm NOT A�t�7+«DOCUMENT BUT m ELECTRONIC DUPLICATE.THE ORIGIN G SIGNED BY THE \ < ENGINEERAND APPROVED FOR PUBLICATIONe KEPTmFILE AT ) ) THE CITY J KENT © MAY e OBTAINED u Nam 1 CITY of K£RI { ENGINEERING DEPARTMENT > cMmum WATER METER � § T WITH/} /2S7 D �EhO __, 3-12(o)M uLL O J � 11. > J � I I U In H \ = I O Z w I 21~ d > LL a W Z O O LL 5 O� o m w0' // Q O w z 0 ie o � aY p 3 µ LL (7 �Q� I I I I w I W Q 0}}0 Z [l� W rZ.2 U 4 W W a mzw zo 30Q) E� I I mW = V) x N Z � OU' ip W H K Z F w I I I I I m W O as g wNN � o oaw Sao, X dw o � ~ LL ga J wJZ LL IZ II I = w Zoo �wz to II I o . w � �� z o> a \ o I I >I uo �� � PP w � Z ! . I I I I I U oz - �� < 0 < oa zcco F w 0 > W O ~ ~ L - - - - - - J LLE mom o� o� 0 2 ww Z .N+ LL W Z O S n w Q V) W n O Oa W In -� �' W � < > Z� N ti p Z Q .. all p m Q O= .z. u u U S F � LL Q � m .. w 2: U 0Lce 7 ZD EJ V O'O2r S O� •- Z wr In Z 9 rN 2 w Z Z 00 w o, O N O S v Q N v S ti En _T_ N W =1� > > Z ti Ztq W > �\ En- Zu C�7 u`5 J N Om x N zLj SOSEP� L9 of WAT Z 300 �tiQ coo K In J Zd Ow H 'ix 0 iv Srd�D� 27493 LISTER �rSIONAL w ¢, TE;NO THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT J J AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE J x LL LL ¢ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT I m c THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT j > ENGINEERING DEPARTMENT COMPOUND WATER METER WITH BY-PASS J w. Nlxorox SHEET 2 OF 2 ^O z DESIGNED OMIV DRAWN 0B SGALE NONE STANDARD PLAN LL CHECKED DATE 3-12(b)M APPROVED ENGINEFA I I R CITY WATER MAIN 1 2 SERVICE LINE x 3'MIN. < SEPARATION 0 1 2 CITY METER/SETTER (FUTURE DOMESTIC WATER METER) METER SEE STANDARD PLAN 3-10(TYP.) APPROVED DOUBLE CHECK VALVE ASSEMBLY AND APPURTENANCES(HEATED O 1"LINE OR INSULATED IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF HEALTH AND UPC REQUIREMENTS) LINE TO BE SIZED BY LICENSED FIRE SPRINKLER DESIGNER HOUSE DOMESTIC LINE (DI'FIRE LINE (32 GPM MAX.) PRESSURE GAUGE O 1"MINIMUM SIZE INCOMING LINE AND DCVA IN ACCORDANCE WITH FIRE DEPT. WATER FLOW REQUIREMENTS DETECTOR O 1" 1-112"OR 2" DRAIN AND TEST CONNECTION METER SHALL MATCH PIPE SIZE PRESSURE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT GAUGE t AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE TO AUTOMATIC S�SEP1Y T ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SPRINKLER SYSTEM �� pF WASHiy `p, THE CITY OF K[NT A COPY MAY BE OBTAINED UPON REQUEST c� FO v~iP Z tdl CITY OF �jNT ENGINEERING DEPARTMENT J y �� KENT SINGLE-FAMILY RESIDENTIAL Ado RF m+93��\0 DESIGNED\��Q- w••" •_•_• DOMESTIC WATERLINE/FIRELINE GIST W ONAL �\vG\\ DRAWN BB NBNE �ANDARD PLAN�V CHECKED V DATE _ 3—1 6 APPROVED U O JO Y Y V ¢¢ ¢ u u x K m 2 O m o p Z o O K Q w � � oo � gr w O Z x ^iXV,UV�I FN�-xuwm tivao J2�ni oZa >aa�� g =3 o 0z ¢ < w a C) o 0 3 ¢ a ¢ wC] rJHO Z V) o u+ w z o0 0 ¢ Q f 'n �m 0 0 W M ¢ fin C7 � z M w J p O O 7 9 d' K ¢ w W C E ; tea m � z J in Z IL LD } w F- .-+ m m Z m a z 00 �O �> z to m> g 'n o cD cD ¢ Y a Z j z U) N a ry p I z z a w z W a > J m I o 2O z w z � z 0 m I ¢¢ ¢< o w BT NIW„b � / w � w ¢ z N / m a o o u N e, ri v O O z d O w z F � n ru lV w 1 !V J N n a Z Z JC v• J N N N > p N co � ' a ww L<n O W O o.� J u' ��cr od Z p2' p Q M 7 "� �,t n w o 0 m z I,-wm W z FW--- F�F---� � c� � g ,� oi ¢ F- N w Ow oa aw Vo F=- Oz 3 l [-u d4z -,1- 3:w¢ z y am- O O L E 2' U� W J ¢d W W N`-- _Z W N t o 1) n 0 Z w ¢ 3 n O V ° Q > w ~ (na m wa ~z.. am Q W J Q 0 0 _ w " w x co Z O# � x Earn cc W > J�O HW min A w � <W of 2 W < 2 l �a OU Z rZ-, a x N W C w w w u JJO C7 V1cl� ins O ¢ Z) O 0 = a'O� 3 ¢ > O'w C � d EDP= mac woe zz- 3o J n Q Q W lL > w W H J U r M Z W O J O a = K Z w > � O a a x ¢ g f- ZpKOJ O rip z a r w ¢ z O O o O O d 2 z Z a om W wg Q o o a a w c n " NOTE.THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT M oW x z SE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CITY S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT n zo z \ w }� OF WAS& �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST a v� `� CITY OF KENT >`� O l� z � � ENGINEERING DEPARTMENT KENT COMBINATION AIR/VACUUM -o p 21493 0 VALVE & VAULT POF FG/ST Ea�G\ DESIGNED BMW SCALE NONE STANDARD PLAN DRAW�oN \ CHECKED DATE 3-20 � APPROVED SNhtelnber_009 PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-68 SURFACE RESTORATION AS SAWCUT(TYP.) EXIST.PAVEMENT SURFACE SPECIFIED ON APPROVED PLANS "GRAVEL BORROW"PER WSDOT STD, SPEC.9-03.14 OR SUITABLE EXCAVATED MATERIAL.COMPACT TO 90%OF MAX. SEE STANDARD PLAN 6-64 TO DENSITY. STANDARD PLAN 6-68 FOR TRENCH RESTORATION UNDER PAVEMENTS, 12"MIN. BENCH AS NEEDED FOR "BEDDING MATERIAL FOR RIGID PIPE"PER WSDOT STD SHORING OR TRENCH BOX SPEC 9-03.15 OR SUITABLE EXCAVATED MATERIAL. (TYP)WHEN DEPTH IS 4 FT. AND GREATER. PIPE 4"MIN. SEE NOTE UNPAVED AREAS PAVED AREAS NOTE: MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE * 30"FOR PIPE UP TO AND INCLUDING 12"NOMINAL DIAMETER. *O.D PLUS 16"FOR PIPE LARGER THAN 12"NOMINAL DIAMETER 1 NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SOSE AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE �� of WAS/y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST �P Z O CITY OF KENT \`,illll//� ENGINEERING DEPARTMENT H y y 1 i TYPICAL PIPE TRENCH y -o�O RF 21�ER�a �� KENT fI �F DMW ON AL ENG\�� DRAWNDESIGNm 9B SCALE NONE STANDARD PLAN CHECKED DATE Z .y �I APPROVED NUR J L fMANHOLE FRAME AND LOCKING COVER(SEE STANDARD PLAN 4-3 OR 4-4) — ADJUSTMENT GRADE RINGS(SEE STANDARD PLAN 4-5) (LEVELING BRICKS MAY BE USED ON TOP RING) 3/8"GROUT,INSIDE,OUTSIDE AND IN BETWEEN GRADE RINGS a 24" HANDHOLD(TYP.)-(SEE STANDARD PLAN 4-5) * FOR SEPARATE PRECAST CONE(ECCENTRIC UNLESS OTHERWISE SPECIFIED) CAST IN PLACE ONLY ti DROP RUNG SAFETY STEPS(SEE STANDARD PLAN 4-5) PRECAST RISER SECTIONS GROUT SECTION JOINTS AND PICKHOLES(TYP) 48"OR 54" LADDER(SEE STANDARD PLAN 4-5) F SLOPE=2%(TYP.) w Ln CONSTRUCT IN FIELD CHANNEL&SHELF TO THE CROWN OF z THE PIPE REINFORCING STEEL(FOR PRECAST BASE WITH INTEGRAL RISER)0.15 SQ. * MORTA IN./FT.IN EACH DIRECTION FOR 48"DIA 0 19 SQ IN./FT,IN EACH FILLE 4DIRECTION FOR 54"DIA. 48"O-6" PRECAST BASE W/INTEGRAL RISER 5410-8" GRAVEL BACKFILL FOR PIPE BEDDING,6"MIN.COMPACTED ° n DEPTH FOR PRECAST BASES ONLY *6" SEPARATE CAST IN PLACE OR REINFORCING STEEL(FOR SEPARATE BASE ONLY)0.23 SQ.IN./FT.IN EACH DIRECTION FOR 48"DIA SEPARATE PRECAST BASE 0.19 SQ.IN./FT.IN EACH DIRECTION FOR 54"DIA. "0"RING DESIGN ASSUMPTIONS HEIGHT: 8'TO 12'; SOIL BEARING VALUE EQUALS 3300#/FT. (MIN)HEIGHT:OVER IT TO 25'; SOIL BEARING VALUE EQUALS 3800#/FT. (MIN.) PRECAST BASE JOINT NOTES: 1 MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/AASHTO M-199& 5. ALL BASE REINFORCING STEEL SHALL HAVE A MIN.YIELD STRENGTH (ASTM C 478)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE OF 60,000 PSI&BE PLACED IN THE UPPER HALF OF THE BASE WITH WSDOT STD,SPECS, 1"MIN CLEARANCE 2. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. 6. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM, 7. MORTAR 3/8"LINING OUTSIDE,INSIDE,AND IN BETWEEN THE 3. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH. j PLUS MANHOLE WALL THICKNESS.MAX.HOLE SIZE IS 36"FOR 48" fk MANHOLE,42"FOR 54" MANHOLE. MIN. DISTANCE BETWEEN HOLES IS 8", 8. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE AND INSIDE TO A SMOOTH FINISH. 4 MANHOLE RINGS&COVERS SHALL BE IN ACCORDANCE WITH WSDOT NOTE. THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STANDARD SPECIFICATIONS&MEET BUT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE STRENGTH REQUIREMENTS OF THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FEDERAL SPECIFICATION RR-F-621D S os Fi PI FILE AT THE CITY OF KEPT A COPY MAYBE OBTAINED UPON MATING SURFACES SHALL BE FINISHED of WAgH �� REQUEST TO ASSURE NON-ROCKING FIT WITHc� d CITY OF KENT ANY COVER POSITION, v o y Z ENGINEERING DEPARTMENT MANHOLE -o R 21493 0 � w..« «".o« TYPE 1 48" & 54" Pam FGISTeR�c \\�4 FS G�\ ORAWNDESIGNED RBW SCALE NONE STANDARD PLAN SVONAL E� CHECKED DATE APPRO`/ED war+cw �— eplewber lo09 DRILL&TAP: 5/8"-11 UNC -1B (3 @ 120"ON A 22-1/8" BOLT CIRCLE) 2"RAISED LETTERS B 2„ 0 RAISED LOGO/LETTERS 00 'F k v m FOR 5/8"-11 UNC-18 S.S. [KEEN 0 1/2" HEX HE CAP SCREWS 1/2" 0 0 (3 REQUIRED) ° S E W E 1"PICKHOLE(3 @ 1200) 2"RAISED LETTERS"DRAIN"FOR STORM SEWER B A "SEWER"FOR SANITARY SEWER 1" HANDLING HOLE(3 26-1/2" PLCS) 25" 1" 25-1/4" 1-1/2" 2-3/16" rA 518" 23-3/8 1„ 1 3/16" 27-5/16" 3/8" 34-1/8" NOTES: SECTION A-A SECTION B-B 1 MATERIAL USED SHALL BE CAST GRAY IRON OR DI ASTM A536 CL80-55-0 FOR RINGS AND DI FOR COVER. 2. SEAT OF COVER&FRAME MACHINED WITH A NON-ROCKING FIT FOR MANHOLE COVERS. 3. MANHOLE COVERS SHALL BE WATERTIGHT AT THE EDGES. 4. ROUND ALL SHARP CORNERS WHERE POSSIBLE 5. CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE. 6. CASTING TO BE SMOOTH,TRUE TO PATTERN,FREE FROM BLOWHOLES, POROSITY,HARD SPOTS,SHRINK HOLES,WARP,OR ANY OTHER DEFECTS WHICH COULD IMPAIR SERVICEABILITY. 7. ALL INSTALLATIONS SHALL BE WATERTIGHT. NOTE- THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY B. COVERS LOCATED IN SIDEWALK SHALL THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON UTILIZE AN ALTERNATE NON-SKID S OSEP FILE AT THE CITY OF KENT, A COPY MAY BE OBTAINED UPON PATTERN SEE WSDOT STD PLAN WASy�c REQUEST. B-3070-00, O �Q go o O CITY OF KENT 9.OLYMPIC FOUNDRY PART NO �" N Z � ENGINEERING DEPARTMENT 11-2945SET AND EAST JORDAN � �� PRODUCT NO'S 00370760 AND STANDARD MANHOLE 00371512 ARE THE PRE-APPROVED a� PF 21493 E� �� w."»,",.,» FRAME AND LOCKING COVER PRODUCTS,ALL OTHERS REQUIRE D� ASTER \4 DESIGNED DMW WRITTEN APPROVAL OF THE ENGINEER F S/ N�\ DRAWN BB �A E NONE STANDARD PUN PRIOR TO INSTALLATION S On AL CHECKED DATE 4-3 PPPROVED II Septe:r•ber °09 I 12"MIN, 12"MIN, ——j 3 1/2" 1"RADIUS 3" I 3" 6 MIN. 121 O1 DROP RUNG HANDHOLD MANHOLESTEP f t 12 MIN 11 3/4"MIN. CENTER TO CENTER 6" 9 1/ f` 6„ MIN.. MANHOLE STEP GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER 6 7 12" I 111/2" --} -- Ile 12" 6"FOR STEP 11 314"MIN, 3"FOR HANDHOLD CENTER TO CENTER 9 1/8"FOR STEP 6 1/8"FOR HANDHOLD 6 POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER NOTES' 1. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478.AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND 5, 24" 5" ASTM A-615 FOR 1/2"GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. (� — 2. DROP RUNG STEPS ARE TO BE#8 GALVANIZED DEFORMED REBAR. I \ # 3. PREFABRICATED LADDERS ARE TO 8E#7 GALVANIZED SMOOTH STEEL. 1"CLEARANCE 4 BAR ([([ 4, MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY GRADE RING F RADIAL AT THE OPTION OF THE MANUFACTURER,EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME. } OPENETRATION OF OUTER WALL BY A NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT 1 STEP LADDER OR LADDER LEG IS BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY I PROHIBITED USE FLANGED END FOR THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON BOLTING TO WALL IN STORM DRAINAGE OSEPjI FILE A7 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON APPLICATIONS of WAsy � REQUEST. 1 CITY OF KENT 6O EMBED FOOT OF LADDER IN CONCRETE ;P t`v i ENGINEERINO DEPARTMENT IN POURED AND/OR CHANNELED FLOOR. E-4 ° MANHOLE GRADE RING, A 21493 WA"XIM"TOY SAFETY STEPS & LADDER 7. MANHOLE STEPS OR LADDERS ARE NOT �QF RF�ISTER�� �<v� REQUIRED WHEN THE COVER TO DESIGNED DAIM FS G� DRAWNBB SCALE NONE STANDARD PLAN BOTTOM OF MANHOLE IS LESS THAN 4'. `TONAL EN CHECKED DATE APP 4-5 ROVED II i 15" SO" v .•e a a: ' a ` v 'a CEMENT CONC. v CLASS 3000 e 1/2" a• 2'-0" 3/4"SQUARES SPACED 3/4"AS SEWER—C INDICATED-HT. 1/8" 10" ry a. 4 4% 1n 1/8"RAISE-1/2" n WIDE BORDER iv 9 a 1„ v' • 201a ' 2% v 'A : • • . : d .. 2 10" • ra 44. 9" 7 3/4" 7 3/4" 8 3/4" 8"PVC PIPE 6"PVC 7t-4 (FOR SLEEVE) THREADED FIBER]DINT PACKING PLUG (OPTIONAL) 7" 7 3/4" 8 7/8" N 0 IT, 6"-45"ELL alp (BELL x SPIGOT) S CAST IRON RING&COVER 0 z CLEANOUT RING&COVER 6-WYE� WATERTIGHT PLUG 6"SIDE SEWER SEE STANDARD PLAN 4-8 a I 0 N SLOPE o S o z NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT M BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY w u THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON Q' m 0 S pSEP. RILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON WAS� v NOTES: Oy Q� �o O CITY OF KENT 5 rq Z rr1 ENOINEERINO DEPARTMENT a 1. CAST IRON TO CONFORM TO A.S.T.M. — _ N� �'► A48-56 CLASS 30. t' tri `�� 1�E v T 6" CLEANOUT Y 21403 O (> w,*nxore" 2. COVER SHALL BE LOCKING TYPE OLYMPIC ��� FGISTER� �4�" E DESIGNED DMlY FOUNDRY M 1007 D/T OR EQUIVALENT NA CHECKED ENS'\ DRAWN Be scALE NONE STANDARD PLAN 9 MARKED"SEWER-CO"OR"CO". CHECKED DATE 4-7M APPROVED O+au1oR (0 NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. FRAME AND GRATE WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221 (ASTM A 497). SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS, 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL ,6q a 1?0 HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A IS"MINIMUM GAP 1N �0 BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL h" S° BE SEATED IN MORTAR.PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 6 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST �RI?° PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS.-6") (WEIGHT-580 LBS.- 12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER 3 44" REINFORCED OR 12" PLAIN CONCRETE #3 BAR EACH CORNER 21" ALL METAL PIPE 15" MIN. #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD,SPEC.9-05.12(1)) 15" #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS•) NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S()SE AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE I 1 (Y WASy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT if "� of �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. o CITY OF KENT ENGINEERING DEPARTMENT H y � �® �KENT CATCH BASIN TYPE I A ,P 21403 W...,..t.. 30p eGISTER� �� DESIGNED owN FO DRAWN RB SCA E NONE STANDARD PLAN IVAL CHECKED DATE e 1 APPROVED E"a"� J 1 I F N cL CJi'.�U oin W YO � o w 03i roi coi v v v Z JI U 6 � DUG r XOW 'wz N N N W DJ© O OC IJ N� a �(--�11 W W Y � 0 0 Lo Ln N N M M M M Z Z Q In S O W CI tJ W 0 ck m rZ-r ¢� = zo�3 a o9a � qWw N �O o N a Qx w to zgp {d- V7 12 z C7 2 m �? N 0 U "x INn d' O io N O U v0' G o3 O O 0 � N� KNQ W FQw- at~n l~n U C7 ace 0 F O •ti' a, IW-' M M 7 t0 n OU N a Q E 0 MAX. �12" © ©o a � LL W u `T O Li d Z N MO M 'O tin b 4x o z o w a 12' 1"MIN. m N o 0 MIN. `ate o a 0 ¢v(TYP.) 2S'MAX. w�w 16" lw w MAX. w (mo o I �• v^ n. 24"MIN. (D ii to � ¢z m Q 0 28"MAX. "' J / :T w p COI} �n u • Z 12'-0"MAX.(FOR MAINTENANCE) ¢ W F, z�L.I 0 0 u d� a m o 0 0 0 0 0 3In Ea w ~0 9 w m N f W W Q r W W W O W to � ce N C �a Q O �UZH fL O OFr-� ¢O Q Q z p V) Z Z Q z w X W m 00 N N N p m Z V m p+ N <"W Ci d W FN- U. W z U�` Z � w NI"'w d YQOZ-J�Z Q �� O W Z O Y Q Q u d in w P-d =p Q o OUM nU O W x U "N� F pIn d O � aZQJ mW Z - w 0u KWLL wuW�Umo � ,. p & zw YwO Zx� od0E- U Q K O iO 00 of io .N-� ti Ft vN Z U U N O Q N N Z Q w O m 4U p m F- mo w E E w O O S w a O p z =x w L9 w N _ W N O W W m Lo 0 O �W W tf� F¢U- (Qn W Q QQO SJO ZOZQ QFz- � �Q Uzi zt V :o m �o Z I d ¢O� x x 2..-, F-N Y E U' 0 u- F- Q N x a Ci 4 r4 M 7 uj �D U Z _d ' Q m O [f N VJ h m Ol NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEp�r AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE S �I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAs&/ �q, THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 0 �Pw CITY OF KENT w Z ENGINEERING DEPARTMENT KENT CATCH BASIN TYPE II A R 21483 O 4 w�xx�xoTex G O` �NALE�\vG,\ DRAWN BB SCALE NONE STANDARD PIAN CHECKED DATE pm APPROVED 5-2 I #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR \ K I� 1"MIN COVER 2"CLR 019 a 2 —{ 2"TYP. ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR 12" " J AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING —r A MINIMUM AREA OF 0 12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB 1"MIN USED FOR ADJUSTMENT SECTIONS. 2 1/2"MAX RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR #5 BARS @ 6"CENTERS 24"DIAM. WM BOTTOM FACE WITH 34 1"MIN COVER 2"CLRTYP. 0 ONE#3 F 20„ —{ 2"TYp, BAR HOOP 4" S" . . . . . .I CIRCULAR ADJUSTMENT SECTION 72"TOP SLAB 1"MIN. / \\ 2 1/2"MAX / \ 20"x 24",OR \ 24"DIAM. 1CLR. 1 #4 BARS @ 6"CENTERS 2iBOTTOM FACE WITH 1" MIN COVER 2'MIN. T � i� L L ,_ I TYPICAL ORIENTATION �- FOR ACCESS AND STEPS 48"&54" TOP SLAB I NOTES, 4"X 20" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. SLAB OPENING SHALL BE 2 FOR RECTANGULAR AND 2 4 pSEPt, AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND. 5 WAS 1I Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST 2. SEE STANDARD PLAN 4-5 FOR STEP, �Q� co 0 CITY OF KENT LADDER AND GRADE RING ENGINEERING DEPARTMENT - ,.-3 3 ONLY ONE STYLE OF CATCH BASIN tri V K�N-�- MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH o P 21493 a w.." .".". STRUCTURES BASIN DO NOT MIX STYLES. �0. FGISTE�& DESIGNED DWH DRAWN ee NONE STANDARD PLAN o^'A1 J/ IVY1L S-\" CHECKED DATE __ JC—3 APPROVED i Shc�t-rnhoj 1009 5/8"-11 UNC-2B HOLE (2 PLCS.TYP.) A A N ry 3/B„ m TYR 3/4" TOP VIEW 18" 7/8"TYP. 1 5/8"TYP.MIN. 4 1/2" �17 3% 1 5/8" 3/4" 25" SECTION A-A NOTES' i 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY.(PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. ` NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1} OSEPt AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE �tt S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT y WAS Ni THE CITY OF KENT A COPY MAY HE OBTAINED UPON REQUEST C) CITY OF KENT ENGINEERING DEPARTMENT KEidT 18"x 24" ADO RAG S93 `� WA"NIMOTOY CATCH BASIN FRAME �F �NAL E� DRAWN DD SCALE NONE SfANDMD PWI CHECKED DATE 5-4 APPROVED 1 3/8+ UTU r 5" tn 3" 17 3/4" [ILI I TOP VIEW END VIEW " 23 3/4" 13/8" 11/4" " 1/B R. N 1/2"INSET / {�HEX SOCKET --I «— F-- I 15/16 3 1/2"R. 2 3/4" 2 3/4' �,9, 5/16"R. PARTING LINE FRONT VIEW VANE DETAIL NOTES: 11/4" 3/4" 1, PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4, 5/8"-11 UNC-2A 2, PROVIDE 2-5/8"DIAMETER STAINLESS STEELALLEN TYPE STAINLESS STEEL SECURLNG BOLT BOLTS COUNTER SUNK FLUSH WITH COVER, Z" 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTLET TO STREAM". II 1 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED — I F--1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. S. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED, SLOT DETAIL 6. GRATE SHALL BE LOCKING. SLOT FORMED AND RECESSED FOR 5/8"-11 NO x 2" S.S.SOCKET HEAD(ALLEN HEAD)CAP SCREW. NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT ()SE ptT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1I l ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT y� aF WAS& 4q, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ~ CZ N C NGGI EERINNG DEPART OF EENTT KENT 18" x 24" o� P�21483 �� �� w. „ "","„ VANED GRATE GIST ER\G\�� DESIGNED DWI ANAL DRAWN DB SCALE NONE SfMDAhD PUN CHECKED DATE C_e APPROVED FHNt J J 28" 21/8" 7" I m 4" -- I I N 111//2" 1A A 30" Ll N M ry I N II I .ti 4" DRILL&TAP TWO 5/6 TYP. 5/8"-11NC HOLES THRU FRAME PLAN VIEW SECTION B-B (-� HOOD ATTACHES AS SHOWN 3/4" � I MIN DRAFT18" I ON THIS SIDE I I 3 1/20 1 9/16" N I � 20° I I r I � 28„ L — SECTION A-A HOOD DETAIL NOTES: 6" 1. FRAME AND HOOD CAST IRON ASTM A48 CL30 H-20 LOADING. 5" SEE NOTE 3 - 2. USE VANED GRATE AS SHOWN ON STANDARD PLAN 5-5. 3 AT LOW POINTS,USE 2-WAY VANED GRATE AS SHOWN ON STANDARD PLAN 5-6 j 3/4" V 1"R 4. MAKE 3/16"NON-SKID DIAMOND PATTERN ON TOP SURFACE OF O 100 HOOD SEE STANDARD PLAN 5-9 1 5. BOLT, WASHER AND NUT SHALL BE GALVANIZED OR CORROSION RESISTANT I NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 2-1"DIA. ()SE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE HOLES FOR 314" ,t IJS�6"_ S `1 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BOLT,WASHER of WAS& �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST &NUT SEE SECTION C-C O �� co CITY OF KENT NOTE 4. ENGINEERING DEPARTMENT KENT THROUGH-CURB o R 21493 p WA•NIYOTOY INLET FRAME GIST ��F ONALEEN DEIGNED DWH SDNE NONE STANDARD PLAN DRAWN BB CHECNEO DATE _ C-7 ap�p J APPROVED it 1/8"X 2" DUMMY JOINTS PLANTING STRIP OR SIDEWALK p � v c� C _ � W ep z U I• Q v v 0 03 v 9 • v e p 5'MIN.TO T MIN TO EXPANSION EXPANSION JOINT JOINT Q w U O Q r � � b V Q SECTION A-A DUMMYJOINTS 5'MIN.TO I I 5'MIN.TO EXPANSION EXPANSION JOINT JOINT • I I e a v p • ,e ° V v p NOTES: SECTION B-B 1. FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED GRATE OTHERWISE,USE STANDARD VANED GRATE. 2. CURB AND GUTTER S'EITHER SIDE OF CATCH BASIN SHALL BE POURED AT THE TIME OF FRAME AND GRATE INSTALLATION i NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSE'P AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF WASH ! q, THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST Q� ` O CITY OF KENT v~i � Z � \`1rllll//� ENGINEERING DEPARTMENT KENT THROUGH-CURB - INLET INSTALLATION A Q � W1"NIYOTOY APOz FCI Te21Q9e, F NAL DESIGNED GWH SSE NONE SfPNBARB PIPN /Y G-\'� DRAWN BB O CHECKED DATE APPROVED J U DRILL&TAP- 5/8"-11 UNC -1B (3 @ 1200 ON A 22-1/8" BOLT CIRCLE) 2"RAISED LETTERS B 2" o ° RAISED LOGO/LETTERS C 0 F Al A 61 ,A 1/8" ROUNDED v RAISED TROUT m FOR 5/8"-11 UNC- 18 S.S. ^ �IKEElm4 0 1/2"HEX.HE CAP SCREWS v W (3 REQUIRED) ° R A I N 1"PICKHOLE(3 @ 1200) 2"RAISED LETTERS"DRAIN" B A FOR STORM DRAIN 1"HANDLING HOLE(3 26-1/2" PLCS) 25" 1" 25-1/4" 1-1/2" 2-3/16" ul-j L I I� 23-3/8" 1" 1-3/I6" 27-5/16" 3/8" 34-1/8" SECTION A-A SECTION 8-8 NOTE THIS PLAN IS NOT A L=GAL ENGINEERING DOCUMENT BUT OSEP T AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S `z l ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAS NiP THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST � CITY KENT ENOINEERINO NO DEPARTMENT KENT ROUND SOLID CATCH BASIN o� PS21493� p �c� WA"NINOT"Y FRAME AND COVER y Ah DRAWN BB STEM G\� DESIGNED DWH "`kh SOAK NONE STANDARD PUN F \v CHECKED DATE 5-10 APPROVED _ _Sept@I;`hh(2009 END SECTION V MIN.METAL 4'MIN. 3 S C —z::::]1 f (TYP.) d PIPE JOINT PLANNED CULVERT LENGTH _ I� METAL&PLASTIC PIPE NOTE: SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END.WHEN CULVERT IS ON SKEW,BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE.IF SLOPE DIFFERS FROM 3.1,PIPE SHALL BE BEVELED TO MATCH SLOPE. TONGUE END ON INLET END GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS CROUNC EDGES PLAN END SECTION 1'MIN. Q1 � (TYP.) PLANNED CULVERT LENGTH _ ELEVATION I f CONCRETE PIPE NOTE,THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT S(o)sFP�r AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF WAs �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. � CITY OF KENT ENGINEERING DEPARTMENT `r KENT BEVELED END PIPE SECTION �O ,P 21493 Q �- ww•"i"aro• �'or FGISTe F� �`5, G�� DESIGNED DNH DRAWN BeSCALE NONE STANDARD PLAN J/OIVAL E� CHECKED DATE C_ APPROVED J J September 2009 3/4"0 GALVANIZED STEEL BAR (4) 1/4"x2"x8"GALVANIZED STEEL (2)1J4"x3"GALVANIZED STEEL STRIPS STRIPS.BEND AND WELD TO FRAME.SPACE UNIFORMLY 1 + VARIES — E STORM DRAIN PIPE ° (18"0 OR LARGER) \ �\ 6"MAX. — SPACING DRILL THROUGH PIPE MATERIAL &STEEL STRIPS BOLT WITH 1/2" 5° S.STL.HEX BOLTS 3/4"DIA. GALVANIZED STEEL BARS, WELD ENDS TO FRAME NOTES: 1. WELD AT ALL JOINTS. 4 2. SHOP DRAWINGS REQUIRED. 3. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 4. DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111(ASTM A123) 5. GALVANIZING SHALL BE PER WSDOT STD, SPECIFICATION 9-05.1(2). NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ()SE AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S r Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� of WASH THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT EN GINEERINGNO DEPARTMENT � �r KENT TRASH SCREEN -O ,Q 140 c� Ion, GIST DESIGNED DRAWN BB EO SOAK NONE STANDARD PLAN CHECKED DATE J C-20 APPROVED D",W+Evt September 2009 I� 1 NEWLY GRADED OR WIRE FABRIC `O DISTURBED SIDE SLOPE 2' 2 FILTER FABRIC z FLOW MATERIAL i•� —LARGE ROCK 2"OR / GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR 3/4"-1 5"WASHED GRAVEL / \ 8 I N U SECTION A-A FILTER FABRIC MATERIAL 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI IOOX OR EQUIVALENT A WIRE RINGS EQUAL(IF 180#EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) II � JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. I I STEEL OR A I I I I 2 X 4 WOOD POSTS. 6'0C INSTALLATION NOTES. ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED THE NEWLY DISTURBED AREAS RESULTING FROM ` FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER 2 FILTER FABRIC FENCES SHALL BE NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE RAINFALL AND AT LEAST DAILY 5 0 WEPk ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DURING PROLONGED RAINFALL ANY OF ` THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST, REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. O tiv o p CITY OF KENT ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES y �3 1/3 FENCE HEIGHT. C V KENT FILTER FABRIC FENCE A ,Q 21493 Q W""I""TO" 4 INSTALL THE SILT FENCE FIRST �O,r FGISTERl 4� AFTER THE SILT FENCE HAS BEEN F GNAL G\C� DESIGNED.oRnw owH F NONE STANDARD PUN F� AWN eD INSTALLED,CONSTRUCT BERM AND CHECKED DATE J-J71 TRENCH, APPROVED �m 'optecnl i tO0'+ I 12" 6" 9" 101, 2 1/2" 5" 2 1/2" 1"R 1/2"R W ♦ Z 6•e g f U Q' 1" • �g \� I A e ♦ 2"R K N f-. Q • .-1 0 iO a • • ° e W e ile• • w J R, �"R' d COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1 109 2° 2% 31/2" MIN. 2%MAX. NOTES: 1%MIN. - I -- P , - ' 1. CONCRETE CLASS 3000 IS REQUIRED, 2%MAX, 6 a p ;1 2, ROLLED CURB MAY ONLY BE USED WITHIN A N • E � w � CUL-DE-SAC. D ^••- ±, - e• e t • e 5"SIDEWALK 3, IN ROADWAY SECTIONS WITH SUPER ELEVATION, a,. THE GUTTER PAN WILL MATCH THE ADJACENT 12' I PAVEMENT SLOPE. 2 0 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%, ROLLED CURB COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE: -- - - - - FACE OF CURB SHALL NOT EXTEND rgpFR BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE =p„ 1 . R0 �qN VARIES 1 CpN�RFMF��0y�F0 0 /,/�\/,�\\//�\\/�\\/��`/� / CEMENT CONCRETE FOOD/Cp NFOCF PAVEMENT ROLLED CURB FTF� TRANSITION R8 EXTRUDED CONCRETE CURB UNDER GUARDRAIL 11 S�s17 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WASy� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE Nul FO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT o THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. J y CITY OF KENT ENGINEERING DEPARTMENT A�'Oc� c srER�G\�yF �,.ry�Ejjxy CEMENT CONCRETE OVAL E DESIGNED DWH STANDARD PLAN DRAWN H 5� NONE CHECKED DATE - 6-33 APPROVED_ DIIGINe'Fn i 15'MAX. BROOMED FINISH EXPANSION JOINT Sf0 FygC 4' A SRNTcR EXPANSION JOINT CONTRACTION JOINT(TYP,) EXPANSION �qS RFp' MP.)SEE DETAIL"A" SEE DETAIL"B" JOINT J CURB& GUTTER 15' V12" •: . -3/8"x FULL DEPTH 12„ ONT O lgk3 INT,5'O.C. C EXPANSION JOINT, UU 15'O,C,(MATERIAL SEE NOTE(D) DETAIL"A" DETAIL"B" EXPANSION JOINT CONCTRACTION JOINT (�4"CONCRETE PER WSDOT 1%(MIN.) ZD ( STD.SPECIFICATION 8-14 ° �]-. 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE 0) =lzi TL SWAY SIDEWALK 2"CRUSHED SURFACING TOP COURSE 3/8"x FULL DEPTH EXPANSION MATERIAL(SEE NOTE(D) 4' CURB,GUTTER&SIDEWALK CROSS SECTION 4"MIN. L6"CEMENT CONCRETE DRIVEWAY APRON AND Z NOTES: GUTTER FOR RESIDENTIAL DRIVEWAYS, 1 EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT 15, B"REINFORCED CEMENT CONCRETE APRON AND O.C.SPACING,ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH GUTTER FOR COMMERCIAL DRIVEWAYS WSDOT STD,SPECIFICATION SECTION 9-04.1(4) AN ALTERNATE OF PLASTIC BOND BREAKER MATERIAL WILL BE ALLOWED DRIVEWAY CROSS SECTION 4`I 2 CONTRACTION JOINT SHALL BE 1/4" WIDE BY Z"DEEP AT 5'SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED S pSEPj�r NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT P.C. &P.T.AT ALL CURB RETURNS AND IN CURB&GUTTER AND SIDEWALK o y WAS AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE � ti eti ALL ANGLE POINTS, �F �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O y i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 4. FORM&SUB-GRADE INSPECTION y yASL CITY OF KENT REQUIRED BEFORE POURING CONCRETE. N (zj ENGINEERING DEPARTMENT S. EXPANSION JOINTS IN SIDEWALKS AND RF�s 93 t�� � N•�. EXPANSION AND CURBS SHALL BE ALIGNED WITH EACH F� E���� w•"» "..," CONTRACTION JOINTS OTHER AND NOT OF �/ T DESIGNED OWN SCALE NONE STANDARD PUN DRAWN-B 7 6. DESIGN SIDEWALK CROSS GRADE SHALL CHECKED DATE 6^J5 BE 1.5%. Dwum APPROVED i 4"CENTERS TOP RAIL END SECTION ALUSTER 0 v o POST ° TOP OF SIDEWALK BOTTOM RAIL i ♦4 •4 �4 , v • • , n 6'MAX SLEEVE O9 NON-SHRINK PIPE SCHEDULE GROUT PANEL HEIGHT TOP RAILJPOST BOTTOM RAIL BALUSTER 3' 190" 1,90" 0,840" NOTES: 4' 2,50" 200" 0,840" 1. RAILING SHALL BE CV PIPE RAIL,GALVANIZED STEEL OR APPROVED EQUIVALENT.INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS, 3 ALL GALVANIZED STEEL PARTS SHALL BE GIVEN A CLEAR ANODIC COATING AT LEAST 0 0006 INCH THICK AND BE HOT WATER SEALED AND SHALL HAVE A UNIFORM FINISH 4, PIPE RAILING AND PIPE RAILING SPLICES MAY BE HEATED TO NOT MORE THAN 400OF FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING. 5. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 6, PIPE RAILING,PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE 7• WELDING OF GALVANIZED STEEL SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 6-03 3(25) B. ALLOW FOR EXPANSION AT APPROXIMATELY EVERY FOURTH POST. S O WA P+I r NOTE,THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT 9O RAILS,POSTS AND FORMED ELBOWS C AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE SHALL BE ASTM A53,BRACKETS,END of h ! Cam, .�� � �c �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CAPS AND OTHER FITTINGS SHALL BE v O z THE CITY OF KENT A COPY MAYBE OBTAINED UPON REQUEST, ASTM A865. SPLICES AND REPAIRS SHALL BE GALVANIZED PER ASTM A780 J y CITY OF BENT I SLEEVE D SHALL BE 1" GREATER ENGINEERING DEPARTMENT THAN POST 0 D. 10 21493 "p RFGIST�� F �,,� KEjVT HANDRAILS 10 PANCL HEIGHT: FS �G�� WPCl/IYOTOY AL 3 FEET FOR PEDESTRIAN USES ANE 4 FEET FOR COMBINED BICYCLE AND oEsicNEo owH DRAWN BB SCALE NONE STANDARD PLANPEDESTRIAN USES. CHECKED DATE - 6-41 APPROVE �� f I M4 4,yYk r•rZ pIRF�SO�OPslh 5 R 8„ P * SPFGIFlF�I�F qVl cKpRl�W 0R Z4 4 On/P �L � qY SlpF�q DRIP S ohs ao� W/RSB4R S�RFHY SlpFGygCk 4k Guy ! PO FS S 1v C HFR RFS MAST 0,9 Oho 4 S�FRF(p CCFS ClAjlTSFOR B lHlC )xSFsh00�JOiyr F yICCSS T R I yGT F�Gh KpRl�F�4y fO 6 1 o �plUS, *DIMENSIONS PER ROADWAY CLASSIFICATIONS w/RFB4R — I VARIES* ( VARIES* 4"CLEAR TYPICAL 1/2"TYP. 2-#4 BARS SEE STANDARD PLAN 6-48 FOR 1%MIN. TRANSITION DRIVEWAY SLOPES 2°/a MAX. B (VARIES) 6'J 1"CLEAR(TYP.) 1'-6" CRUSHED SURFACING TOP COURSE EXPANSION JOINT WITH 3/8. (4"MIN.DEPTH) EXPANSION MATERIAL #4 BARS AT 12"EACH WAY I SECTION A-A II 4f NOTES: 1Q EXPANSION JOINTS SHALL BE PLACED 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. AT 15'MAXIMUM SPACING. ELASTOMERIC JOINT MATERIAL SHALL 5O DRIVEWAYS SHALL BE PAVED FROM THE BACK OF THE BE IN CONFORMANCE TO WSDOT SIDEWALK TO THE GARAGE OR 40' BEHIND THE STANDARD SPECIFICATIONS.SECTION RIGHT-OF-WAY LINE, WHICHEVER IS LESS. 9-04.1 (4) 2. SEE STANDARD PLAN 6-48 FOR SOSEpk NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT DRIVEWAY SLOPES �� of WAS y h AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 3. THE DRIVEWAY APPROACH WIDTH, v� c� �o ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O ti AND DRIVEWAY WIDTH ARE o O THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. �-+ v, � z 'XJ DETERMINED BY THE DESIGN VEHICLE CITY KENT TURNING MANUEVERUEVERS. SEE SECTION �+ � C�j ENGINEERING DEPARTMENT 6.6 Q 10 21493 �0.1 R�GISTe �o ��� / N,�, COMMERCIAL CEMENT CONCRETE FS`�QNAL ENG� �� 1•CE'"o'o" DRIVEWAY APPROACH DESIGNED DWH goal r NONE STANDARD PLAN DRAWN BB CHECKED DATE - 6-43 APPROVED CNI ter,her 2009 _ I I li��G�.Q� Ll� l N F �F` ,o O 1F61 112 III F-fo �N sF•��,r% A 1/2" TYP. (BEVEL WHERE POSSIBLE) GUTTER PAN SLOPE SHALL MATCH ROADWAY SLOPE I i 2- #4 BARS 4" CLEAR (TYP.) BREAK POINT 1.5_%� Q» r EX. PAVEMENT 8 1" CLEAR (TYP.) CRUSHED SURFACING TOP COURSE (4" MIN DEPTH) TRANSITION SLOPE #4 BARS AT 12" EACH WAY (LENGTH VARIES) SECTION A-A NOTES: I. DRIVEWAYS TO DEVELOPED LOTS SHALL NOT BE BLOCKED FOR MORE THAN 4 HOURS CONTRACTOR SHALL PROVIDE IMMEDIATE TEMPORARY ACCESS FOR DEVELOPED LOTS WHEN SO DIRECTED BY THE ENGINEER 2. SIDEWALK GRADES SHALL 9E ADJUSTED TO MATCH EXISTING GROUND OR DRIVEWAY WITHIN LIMITS SHOWN, WHEN SO DIRECTED BY THE ENGINEER. 3 DETAILS SHOWN ARE TYPICAL, THE ENGINEER RESERVES THE RIGHT TO REVISE DETAILS TO BETTER MATCH FIELD CONDITIONS it 4. EXPANSION JOINTS SHALL BE PLACED AT IS' MAXIMUM CITY OF KENTENGINEERING DEPARTMENT I SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN COMMERCIAL CEMENT CONCRETE I CONFORMANCE TO SECTION 9-04.1 (4) OF THE WSDOT ° DRIVEWAY APPROACH STANDARD SPECIFICATIONS. 1�) NT REVERSE SLOPE W�a»II,OTe• f DESIGNED 1A0 SCALE NONE STANDARD DETAIL ORA19N RW CNECHEO O DATE 7-30 cm WmXcm APPROVED ri CLEAR ZONE i 10 MIN 3'MIN CLEAR ZONE OF 20 20'MIN OF 10'(FROM (FROM FACE OF FOG LINE TO i. CURB OR EDGE OR • FACE OF ROADWAY TO FACE OBSTACLE) I OF OBSTACLE)AT f I I 40MPH AND f GREATER WITH OR WITHOUT CURB. FIRE HYDRANT ( FIRE HYDRANT CURB CURB W FIRE HYDRANT n STREET a FOG LINE TREE I (TYP) EDGE OF PAVEMENT •I �� SIDEWALK SIDEWALK SIDEWALK PLANTER s PLANTER STRIP i PLANTER STRIP 3 STRIP G CLEAR ZONE 3' (FROM FACE OF 1 CURB TO FACE OF OBSTACLE)FOR ROADWAYS UNDER40MPH. CLEAR ZONE CLEAR ZONE CLEAR ZONE 40 MPH AND BELOW BELOW 40 MPH 40 MPH AND ABOVE WITHOUT CURB WITH CURB WITH OR WITHOUT CURB NOTES: 1. THE AASHTO"ROADSIDE DESIGN GUIDE"AND"A POLICY ON GEOMETRY DESIGN OF HIGHWAYS AND STREETS"SHALL GUIDE ACCEPTABLE CLEAR ZONE DISTANCES 2, ALL OBSTACLES(SUCH AS FIRE HYDRANTS OR STREET LIGHTS) WITHIN THE CLEAR ZONE FROM THE FACE OF CURB SHALL HAVE tT BREAKAWAY FEATURES SOSEP NOTE,THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pF WAS& AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE G, �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT w z 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST �3 CITY KENT ENGINEERING DEPARTMENT A ,P 21493 p �01 FGISTER`� �F KENT CLEAR ZONES F \ WANNIXOTOM s`�QNAL LNG DESIGNED DWH DRAWN BB SCALE NONE STANDARD PLAN CHECKED DATE 6-50 APPROVED Septeinoer 1009 I 1 TREE SD'MIN.SIGHT DISTANCE SETBACK f (TYP) AREA SEE STANDARD PLAN 6-52 FOR ADDITIONAL SIGHT DISTANCE z REQUIREMENTS. � + DRIVEWAY + + + + + LUMINAIRE �z0' 10' Fri 10' 50'MINIMUM BUS SHELTER 20'MIN. 15' 1 5' 10' 50'MINIMUM FROM SIGNS a SIGNO z VAUL E � 2'MIN SHRUB HYDRANT (lYP) VERTICAL CURB > w x I- O 2`MIN � NOTES: 1. TREES SHALL GENERALLY BE PLANTED WITHIN PLANTING STRIPS OR AT THE BACK OF THE SIDEWALK IF THERE ARE NO PLANTING STRIPS 2. WITHIN PLANTING STRIPS. A. MIN. DISTANCE FROM THE FACE OF TREE OR OTHER ROADSIDE OBSTACLE TO THE FACE OF CURB SHALL BE 31. B. MINIMUM CLEAR SIDEWALK WIDTH SHALL BE S FT,IN RESIDENTIAL OR 8 FT IN BUSINESS DISTRICTS 3. PLANS SHALL BE COORDINATED WITH KING COUNTY METRO SERVICE PLANNING ON BUS ROUTES. 4. AN APPROVED TREE LIST IS INCLUDED IN APPENDIX A. 5. SEE STANDARD PLAN 6-50 FOR CLEAR ZONE REQUIREMENTS TYPE IV LANDSCAPE(PER KCC 15 07 050)REQUIRED IN PLANTER AREAS OSEID NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WAsiy, AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT N4 z 0 THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST 3 CITY OF KENT ENGINEERING DEPARTMENT `03 ,P�2149E �� o ASTER KENT STREET TREE LOCATIONS FS�ONAL DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED - DATE 6-5 4 APPROVED wpm ROOT GUARD;"DEEP ROOT" ROOT GUARD; "DEEP S'MIN "BID-BARRIER"OR ROOT' S'MIN.EQUIVALENT MIN, 10'L x 2 D "BID-BARRIER"OR 6 CURB CENTER LENGTH ON TREE. ROOT BARRIER EQUIVALENT MIN 101 a RIW LINE x 2'D CENTER LENGTH ROOT BARRIER A J q ON TREE RJW LINE B z B 3 *TRU `^ TRUNK z 3 � w En TREE TIE OR METAL BAND n LAG BOLT W/ 3' WASHER ROOTBALL WATERING TUBE 3' TREE STAKE AND GUY WIRE TO FACE OF CURB ROOTBALL TO FACE OF CURB PARALLEL TO WALK AND CURB 2 X 4 BRACE CONCRETE FRAME TREE WELL PLANTER STRIP 1,5"TO 2 5"CALIPER STREET TREE 2-APPROVED CONCRETE FRAME AROUND ALL COMMERCIAL TREE TIES STREET TREES WITH TREE GRATES 2-2"x2"x12'STAKES SET TYPICAL 4"IRRIGATION RISER AT RIGHT ANGLE AND PLACEMENT OR WATERING TUBES PULLED UPRIGHT BY Rtl TWO PER TREE REQUIRED I I Il APPROVED TREE TIES OT BARRIER 3" LAYER OF BARK (TYP) II I MULCH. 3" LAYER OF 2X4 ROOT BALL BARK MULCH BRACE z TYPICAL IRRIGATION 5E ` I RISER PLACEMENT OR _ ZD WATERING TUBES TWO PER TREE REQUIRED ROOT FINISHED GRADE —III ROOT BALL \ II III �T P jER ROOT GUARD, SIDEWALK "BIO-BARRIER", "DEEP ROOT"OR EQUIVALENT CURB AND TREE PIT SIZE, PLANTING MIXTURE II--III e I I I e III—III ° GUTTER AND ROOT BARRIERS. SECTION A-A III o I I I e III I I TREE PIT SIZE, NOTES. PLANTING MIXTURE —I I—III—I I= AND ROOT BARRIERS 1. SEE STANDARD PLAN 6-36 FOR DOWNTOWN SIDEWALKS. I III— 2 IF TREE IS LOCATED BEHIND THE SIDEWALK,A ROOT BARRIER SHALL BE (- INSTALLED AT THE EDGE OF THE SIDEWALK SECTION B-B 3. 1N TREE WELLS,THE ROOT BARRIER SHOULD BE PLACED ALL AROUND THE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT TREE PIT AND STAPLED TOGETHER S()SEPk AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 4 FOR BURLAP GROWN TREES THE BURLAP of WASH�I � �� ` c � THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. , SHALL BE REMOVED AT PLANTING TO A Q tia o O DEPTH OF AT LEAST THE ROOT BALL z CITY OF KENT ! ENGINEERING DEPARTMENT 5 FOR CONTAINER GROWN TREES ALL ROOT BOUND ROOTS SHALL BE CUT AND ' , RF 21493 •�p �c� !■� KE T STREET TREE IN PLANTER SEPARATED Or G/STfR �� } �'%NAL E���\ DESIGNED D41H SCALE NONE STANDARD PLAN 6. NO PRUNING OF THE TREES AT DRAWN BB PLANTING. CHECKED DATE - 6-55 exciN m APPROVED i EDGE OF VARIES TURNOUT 6"TO 12" @ FACE OF CURB VARIES 6"TO 12" z ra WOOD OR STEEL POST D.17'MAX.STEEL z X (STEEL POST SHOWN) vN v TUBE f N q) R V 1, / CURB ANTI-TWIST PLATE,SEE /� \� WSDOT STANDARD ANTI-TWIST PLATE, SEE WSDOT PLANS H-7D 10-00(TYP) STANDARD PLANS TYPE 1(STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB EDGE OF TURNOUT VARIES 6"TO 12" BACK OF SIDEWALK VARIES 6"TO 12" z 4"x 4"MAX, z x WOOD OR STEEL POST v a WOOD POST f f (STEEL POST SHOWN) N W tt d SIDEWALK /. ANTI-TWIST PLATE, // \ SEE WSDOT STANDARD PLANS TYPE 1 (WOOD POST OPTIDNI TYPE 1 INSTALLED BEHIND SIDEWALK 0SA p�I NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT , of y L9 AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT j O z THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, NOTE: - y CITY OF KENT ENGINEERING DEPARTMENT 1, ALL LOCATIONS TO BE APPROVED q 21493 p o ` MAILBOX INSTALLATION 1 AND BY THE POSTMASTER �0�. FGlSTER� <c�" V KENT TYPE 1 AND 2 2. SEE WSDOT STANDARD PLANS FSVONAL E�G\� SHEET 1 OF 2 H-70 10-00 AND H-70,20-00 FOR DESIGNED DWH SCALE NONE STANDARD PLAN DETAILS DRAWN BB CHECKED DATE - 6—7 0 APPROVED iron"»i .00 SEE WSDOT STANDARD PLAN H-70,20-00 FOR z ¢ TUBE CONNECTION N TWO 5/16"X 4 1/2"BOLTS 2"O.D„ 14 GAGE TUBE DIRECTION WITH TWO FLAT WASHERS OF TRAFFIC AND ONE LOCKNUT POST MOUNTING SOCKET e ry ANGLE LEG FRONT VIEW SIDE VIEW TYPE 2 (MULTIPLE BOX INSTALLATION) NOTES' 1. SEE STANDARD PLAN 6-40 FOR SIDEWALK REQUIREMENTS. 2. SEE WSDOT STANDARD PLAN H-70 20-00 FOR DETAILS 2'-7" 0 0 0 0 MIN CLEAR WIDTH 0 0 0 0 0 0 a - 0 0 0 0 MOUNT ON PEDESTAL 1'-4" — — PROVIDED WITH ANCHOR BOLT PATTERN PER N,D.0 B.U.UNIT N D C B U PEDESTAL TEMPLATE 6" PLANTING STRIP EXPANSION JOINT WIDTH 0' EXPANSION JOINT TO VARIABLE EXPANSION JOINT ° ° a d - ° d a • d • � d'a i e � 2 ° ° • VERTICAL CURB d • ° ° FRONT VIEW 2 ° 1'-6" TYPE N D C B,U INSTALLATION SIDE VIEW (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT)�T NOTES. S O WA p<I NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ` ,g hll �� AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE I 1. THE POSTMASTER OR DESIGNATED ti� c� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SERVING POST OFFICE WILL DESIGNATE Q �7 ICe o O THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. THE LOCATION AND MANNER OF " Z ;o GROUPING OF MAIL BOXES E7 z7 CITY KENT (` 3 ENGINEERINGNG DEPARTMENT 2O INSTALLATION OF N D C B U a� RF 21493 �� • MAILBOX INSTALLATION D /STER F (iNCLUOING CONSTRUCTION OF BASE) �F �� KENT TYPE 1 AND 2 WILL BE DONE BY U S POSTAL SERVICE 0NAL G SHEET 2 OF 2 DESIGNED OWH SCALr NONE STANDARD PLAN 3 SEE STANDARD PLAN 6-34 FOR CURB DRAWN ee AND SIDEWALK JOINTS CHECKED DATE — VC_70 0iaa m APPROVED— 2"BRASS DISC it 4" C/ +011 /1 / 6" cc DD PLAN OF COVER FINISHED GRADE 10 1/2"DIA. (PAVEMENT)(BOTH SIDES) ti `v 9 1/4"DIA.COVER 3/8" 1" 1 1/2" 1/2" O1 MONUMENT DETAIL ° — 3/4" 8"DIA, a a . `.° ' r 1"MIN, OR 6"MAX. ° a •d 5 3/4"R. g d . • a a d B . p e • CONCRETE CLASS 3000 BASE d NOTES: r MONUMENT 1. MONUMENT,MONUMENT CASE AND SECTION COVER-OLYMPIC FOUNDRY WSDOT 8"x 9",PART NO. 1015 OR PRE-APPORVED EQUAL 2. MONUMENT POST-FOG-TITE MONUMENT POST,OR PRE-APPROVED EQUAL. SQSEPk NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WAS AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE 3. THE CASTINGS SHALL BE GRAY-IRON ti p ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, v O o O THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST, CLASS 40.THE COVER AND SEAT SHALL BE MACHINED SO ASHAVE PERFECT r CITY KENT T CONTACT AROUND THEE ENTIRE �` C=f ENGINEERING DEPARTMENT CIRCUMFERENCE AND FULL WIDTH OF A� qF 21 TEg''o �� /�i STANDARD MONUMENT, BEARING SURFACE. O1 MONUMENT CASE AND COVER 4. WHEN THE MONUMENT,MONUMENT CASE F ONAL EN ....,..,.. AND COVER ARE PLACED IN CEMENT DESIGNED DWH DRAWN BB SCALE NONE STANDARD PLAN CONCRETE PAVEMENT THE CONCRETE CHECKED I DATE - G-72 BASE WILL NOT BE NECESSARY. pV01HU" APPROVED Septet hoer 2v09 i I 1' 10, 30' 1 TRAFFIC DIRECTION L4"GAP VARIES (300'MAX) 2.5' TWO WAY LEFT TURN LANE ❑ o ❑ o c � o � ❑ TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 201 8"WHITE LINE TYPE 2W RPM TYPE 2YY RPM ❑ I 20' 4' GAP 4"GAP 4"YELLOW LINE —► TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 11' 30' TRAFFIC DIRECTION 1 ❑ Q o 30' 11—TYPE 2Y RPM 1 4"YELLOW LINE ❑ o TRAFFIC DIRECTION �:TYPE 2W RPM 4"WHITE LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE ❑❑ 6�❑❑ 81 1 P W RPM 4"GAP 8"WHITE LINE DOTTED WIDE LINE j 4"WHITE OR YELLOW LINE EDGE LINE TRAFFIC DIRECTION 21'(TYP) 18"YELLOW BARRIER LINE 3' 9, 18"-TYPE 2Y RPM'S EQUALLY SPACED I„ S()SEI'7I TRAFFIC DIRECTION OF Yi'AS�I � BARRIER LINE LS"WHITE LINE ~ o O CITY OF KENT �-+ � '� ENGINEERING DEPARTMENT TYPE 2W RPM C~� 3 \_��� DROP LANE LINE off, 2i493q o w4' T TYPICAL LANE MARKINGS 0 IST C+i"� l�l� DESIGNED ES SCALE NONE STANDARD PUN SSIONAL DRAWN SPS CHECKED DATE 02-2003 6-74M APPROVED cm'wcM[iN a 0 24" WHITE THERMOPLASTIC EQUALLY CROSSWALK BAR SPACED z z 5 5 (.,4j `p 24' I I I � I gl I of k k I of I k Ia zi k I wl I I I I 4'(TYP) I I v I - I I \~\~� 1'STOP BAR TIRE TRACKS (TYP.) *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1 FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 1 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB j RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE i OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3, GLASS BEADS(PER WSDOT STANDARD SPECS SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT So% Pzr AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASNJ��9 THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT �j THERMOPLASTIC CROSSWALK 21493 w����� T MARKINGS �0. � ISTER� �� DESIGNED DWH SCALE NONE STANDARD PUN SSIONAL ECG DRAWN EB CHECKED DATE 6-75M APPROVED 3'_7" i� LY N 9° I 0 0 N D'-6" 0 0 N rV 0'-6" NOTES: 1. THERMOPLASTIC MATERIAL SHALL BE USED,UNLESS DIRECTED BY THE ENGINEER 2. GLASS BEADS(PER WSDOT STANDARD SPECS SECTION 9-34)SHALL BE r ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. S() WAS NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT LENGTH VARIABLE of \ yiN AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE c o ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT h 00 THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. i y <�� CITY KENT � (2� ENGINEERINGNG DEPARTMENT I+ �,t, Is-ve- \�� N-r THERMOPLASTIC ARROWS, STOP BARS & ONLY LEGEND �NAL ENV STOP BAR DETAIL DESIGNED OW DRAWN BB SCALE NONE STANDARD PLAN CHECKED DATE APPROVED u+cwtm V V i J � W y� Q 4 V1 d tnq L7 z V a U f9 V1 U d ui C7 to>i ¢'m W� w U ❑ w d m z Q Z p ?.�zcO� OUnyo 02 wcQQ�Zofwoa rno�QC.F WwQOwZ �ZzaooOwZwQO Q Q 0 O m O zN En In O OO UOQ =Zi m> O z wW 0wOz wZ O uLn E OO zW� m0 re o m W 3}FZo- �jrj$WUZZWw6 N Z e NX � Q wz Z �U > m 0' O0 - � O O W � c u n 0 " u z z cZJJJJOO�n 0UU Lo Q Q Lo N O a' sQ O U N Z 0 W wO0Q 0 Z = wg z < u Q w m� Y 00'O N v1 d En p d v� CZC twig O d C W z " m ° , aw ai 0 0 w 0 0 0 0 0 0 0,0060 a 0 0 0 0 0 R oa � J v K Z W QUl d o rn O Cr QD TZ yyZ � O W . 0 dN. w � z as QF En Q O Q a I] J > W Q d J u}�Z Z N J OF- O W -� Q > Ovwiow p aQ NM Nvl = C7 = Zwm > w a ¢iv ¢ � � � w O n = � Nmd o f �0 �3 Lc') aonn In Lii ¢ U •4 ri M < 5m o a OSEptr S 17 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �� of WASy �9 AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT tiP z THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ,q y CITY OF KENT i ENOINEERINO DEPARTMENT y A�� 4FGjSTEa�� KENT SIGN INSTALLATION AL E�G� DESIGNED D_Uh DRAWN SCALE NONE_ STANDARD PUN DB CHECKED DATE - 6 aZ MPROVED DIdHtFR O d BRACKET OR MAST ARM LENGTH SHOWN ON STREET LIGHTING PLANS POLE CAP ALLOY 43 WIRE HOLE WITH 0.17'N.T.S, WITH S,S. SCREWS 1"I D. RUBBER SLIP FITTER IL_ GROMMET �— MOUNTING HEIGHT TAPERED BRACKET SHOWN ON 0 125"WALL ALLOY 6063.T6 STREET LIGHTING PLANS 4-1/2"O.D. EXTRUDED POLE PLATE ALLOY 6063,T6 WITH 1/2"-.13 NC ALUMINUM HARDWARE _�TAPERED ALUMINUM TUBE 0.250 WALL ALLOY 6063.T6 SATIN GROUND FINISH NOTES, 1. SEE WSDOT STANDARD SPECIFICATION SEC.8-20 2(1) 2. MOUNTING HEIGHT INCREASES BY 6"WHEN BREAKAWAY COUPLINGS ARE USED. GROUND LUG WITH NO. 151 HANDHOLE(4"x6"NOMINAL)ALLOY 356.T6 NON-FLUSH WITH 3/8"DIAMETER COVER AND S.S.HEX.HEAD SCREWS(FRAME TAPPED 1/2" .13 NC HOLE OPPOSITE FOR GROUNDING).MOUNT ON SIDEWALK SIDE HANDHOLE BASE FLANGE ALLOY 356.T6 WITH BOLT COVERS AND S.S. HEX, HEAD SCREW GROUT BETWEEN BASE FLANGE&FOUNDATION z, i S(SEP NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT of WAs& AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT hP z 0 THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. 1' 6" r y CITY OF KENT ENGINEERING DEPARTMENT 21493 --i APOF �FGISTER F 1f.CNT CITY LIGHT STANDARD F �� WxN N.x oiaN Sry�NAL ��G BREAKAWAY COUPLER SEE DESIGNED DWH SCALE NONE STANDARD PUN DRAWN BB SECTION 6 14 C AND STD PLAN CHECKED DATE 6-86 6-89 FOR FOUNDATION&I-BOX APPRovED_ p °1p Septeml,er 2009 CITY LIGHT STANDARD SEE STANDARD ROADWAY 1 PLANS 6-86,6-87 AND 6-88 OFF-SET DISTANCE SHOWN ON THE STREET LIGHTING PLANS _ r— IS I 1.5' TYPE 1 JUNCTION BOX a GROUND SURFACE l 1 D IIF ' �DI I p I D P I I e D GROUND WIRE WITH COIL (GROUND LID TO BOX) °I 4e f a PVC CONDUIT TO NEXT JUNCTION BOX t D 2"MINIMUM DIAMETER a SCHEDULE 80 PVC CONDUIT D D #7 REBAR a #4 REBAR ° D CONCRETE CLASS 3000 D D � may_ I PROFILE VIEW INSTALL IN UNDISTURBED SOIL D , D BOLT PATTERN TO BE SUPPLIED BY THE LIGHT D STANDARD MANUFACTURER p D D a CONCRETE CLASS 3000 a ° a p s a� ° ° pa D p D s 6" d a Z (TYP) Od ° I O� TYPE I JUNCTION BOX- a ° D a ° ° d s UNLESS OTHERWISE STATED ALL LIDS SHALL D D Da <1 h O LA DIAMONELED(TD PLATE,GALVANIZED AND ° e e a d ° LABELED(TS,LT AND/OR COM).ALL LIDS d° a SHALL BE TACK-WELDED AT TWO POINTS n FOR SECURITY AFTER THE FINAL INSPECTION ° Ds °° D �-SIDEWALK PLAN VIEW AND ACCEPTANCE s D s D ° a p a sD D QSEP NOTE'THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTES y� SoF WASP �� ENGINAN EER NE RAN AND FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. ALL MATERIALS AND WORK SHALL o O CONFORM TO THE CITY OF HINGTON KENT a �7 CITY OF KENT AND THE STATE OF WASHI D--i y ENGINEERING DEPARTMENT � DESIGN STANDARDS, LIGHT STANDARD FOUNDATION 2. ALL LIDS SHALL BE TACK-WELDED ADO �F�IS TER�\� � KE•NT AND JUNCTION BOX AT TWO POINTS FOR SECURITY `S'/7NAL �\vG\ DESIGNED DWH SGLE NONE STANDARD PLAN AFTER THE FINAL INSPECTION DRAWN ea AND ACCEPTANCE. CHECKED DATE - C-89 DigNF01 V U J APPROVED ` ''r ' 01 i 0 ROADWAY CL CITY LIGHT STANDARD BOLT PATTERN 1.0, 2 0' 6 PLANTER STRIP � !BLS 6" o n > D kID (IIIp a q TYPE 1 JUNCTION BOX I� p o— Zz GROUND WIRE WITH COIL q ii (GROUND LID TO BOX) a PVC CONDUIT TO NEXT ° JUNCTION BOX 2" MINIMUM DIAMETER D D e #7 REBAR SCHEDULE 80 PVC CONDUIT #4 REBAR< e p CONCRETE CLASS ° D ° 3D00 TYPE I JUNCTION BOX — UNLESS OTHERWISE STATED ALL SECTION VIEW LIDS SHALL BE DIAMOND PLATE, GALVANIZED AND LABELED (TS, INSTALL IN UNDISTURBED SOIL LT AND/OR COM) ALL LIDS SHALL BE TACK—WELDED AT TWO POINTS FOR SECURITY 3' SQUARE AFTER THE FINAL INSPECTION OR ROUND AND ACCEPTANCE. D ° n p n � q D n q q To- 0 ° o n q 6" 1, R o TYP) I o °� ro O D q n a BOLT PATTERN TO BE SUPPLIED BY n p ° " SIDEWALK THE LIGHT STANDARD MANUFACTURER a I> ° d D ° PLAN VIEW NOTES: 1 ALL MATERIALS AND WORK SHALL CITY OF KENT CONFORM TO THE CITY OF KENT AND THE ENGINEERING DEPARTMENT STATE OF WASHINGTON DESIGN STANDARDS. ECCENTRIC LIGHT STANDARD wKENT FOUNDATION AND J—BOX 2. ALL LIDS SHALL BE TACK—WELDED AT TWO POINTS FOR SECURITY AFTER THE DESIGNED o R DRAIN BB SCALE NDNE STANDARD PLAN FINAL INSPECTION AND ACCEPTANCE. CHECKED- DATE - F)-$9M APPROVED 111a11� r 1Da M(17-101A CF 756fhldw X\ R4m d. 111 7170/1 714 01 PN STREET LIGHT STANDARD WILL BE LOCATED USING THE OFF-SET DISTANCES SHOWN ON THE STREET LIGHTING PLANS,SEE STANDARD PLAN 6-89 FOR STREET LIGHT FOUNDATION DETAILS. 6 SIDEWALK CURB AND GUTTER GROUND LUG/E6-38 RING TERMINAL TYPE I JUNCTION BOX. (SEE STANDARD PLAN 6-89) QUICK DISCONNECTS WSDOT STD SPECS. GROUND LID TO BOX WITH 9-29.7 FNM 5 AMP FUSE GROUND WIRE OR APPROVED EQUAL 3M MOISTURE SEALANT STREET LIGHT STANDARD TAPE AND BUTT SPLICE CONNECTOR #6 OR#8 BARE GRD U.S.E.(XHHN OR THW WIRE BURNOY CONNECTORYC4C8 \ OR APPROVED EQUAL 2"MIN DIAMETER PVC CONDUIT UNLESS A LARGER DIAMETER IS SHOWN ON THE STREET LIGHTING PLANS SQS EP1Z NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WAsy AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 1c��d ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 240 VOLT SYSTEM INSTALL A THREE WIRE Q O o O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. � y _ z � � GROUND OR NEUTRAL WILL y ®� CITY OF KENT START AT THE PUGET SOUND H I� ENGINEERING DEPARTMENT ENERGY SERVICE POINT o� qF 21493 �p �� �� JUNCTION BOX AND O GISTER �� KENT STREET LIGHT WIRE RUNS lQ0 AL �� DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE - V C-9O APPROVED ::,�plember 2009 W � 0s0� oy w1 Ln w O a V)CO Y O ~m L1 a'Z N I m W U` F- y W O Z O H F K K 0� �m Q L z N y O p W � E O T a 7(J ZW V U X U U QSdQd � �� zoumv> 6 a q w IN o a �Z 0 O a1 CCO } O ►: 0 J c� o. 6 J W P Z e(=Q N Oi S pSE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 5� of WAsy ry �p AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ti z 0 THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT i �• STREET LIGHT TRENCH FOR FOR STREET LIGHT �� KENT CONDUIT RUNS CONDUIT ONLY F ONAL ���� wA�NINPTPM DESIGNED_2L_RIL S NONE STANDARD PLAN DRAWN 9N CHECKED DATE •- C_9 1 APPROVED uwyx�rn V 4F II 1 W W O u m Gw � =w w< »0o m�µ�µ+o ua ¢� �� °'� w Qa �F� F¢-z z0:- <a.¢6 0 wa zwj O OUp m x�oCi ZW XW F-LL F-O UtW U p u/¢Z 2:7- F0 �O pp Q� �w OZ ��C� J(,nw. Z.ZU. m Q V�0 Jj nw paU O ' Z a¢ 0-a - K �OU ��O cl 0 + mn zU z ¢¢wp.7trr/1 do o;� F<9' ¢ Q , , oEm pmEQOww p jw »U `D� om W�QO � pnwOp2w E m w <OO N0o w - uu Qom ¢~¢wzi 'nU) 0pD N 0- W wp 3w0 x(9 pccy yw Z Z Xy d m ti _ °G (A Z w F- Z vOF aZ¢' w QU Ix-a `.� ¢F--� Om¢ uca U.Z, F=--F=-Qw QGrZi-i dF� CC X w ti n X N 0 O O_' OXi x 'D � K K�w�j (7 Z K Q O wa (aU py w ' n�''d E o`o- z� n wo 0 c, m a �o .T SW3� 00 3: a y 0 w W 4 N NIW JpO OZ Z y 9 IDo m 0 j QO m d a 'NI S u p W„ Ow LLl f y n N Q WO m LL W W E ti p p 3x o o z 0 z \+O 9 O w w 7 I � w w¢ n in ZT U I SpSEP � NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT j "� of WAS'"" AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �O Z O� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENOINEERINO DEPARTMENT o� �Fs 1493 o �� `� STANDARD JUNCTION BOX OAF �Nf�N � WAONIYOTOY NT TYPES ' OF 2� 2 AL DESIGNm DWH SGLE NONE D STANDPRD PLAN RAWN BB CHECKED DATE - 6— J n p APPROVED DIQIIFflI J SYSTEM IDENTIFICATION DETAIL t1" =l t- fl�- ITS-v INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE X TYPE 1 TYPE 2 A OUTSIDE LENGTH OFJUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1 2" C INSIDE LENGTH OF JUNCTION BOX 18"-19" 29"-30" D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 1/2" 19 1 2" E LID LENGTH 17 5 8" 285 8" F LID WIDTH 12 5 8" 18 1 8" CAPACITY-CONDUIT DIAMETER 6" 121, JUNCTION BOX TABLE FOR SHEET 1 I NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT ENGINEERING DEPARTMENT ��• STANDARD JUNCTION BOX [CENT!" TYPES 1 & 2 WA"NINOTOY SHEET 2 OF 2 DEiDNED Dffl DRAWN- CHECKED—BB SCALE AN NONE STANDARD PI DATE — G` (� APPROVED o�axExn V 93 STOP BAR WEARING COURSE(TYPICAL FOR SECTIONS A,B&C) CENTER OF LANE A v i' LOOP SERIES A #12 TWISTED PAIR m Y% NUMBER A 3 TWISTS/FOOT Q B TO CO ROLLER TO ADDITIONAL LOOPS B 2C(S) 0.25"MINIMUM WIDTH SAWCUT WHERE APPLICABLE ' C w SECTION A-A / o / A o *AF *AS r = LOOP SPLICE i LOOP SERIES A o : (TYPICAL) 'ax NUMBER B > M 7 a o S o *BF ''r: F B TO ADDITIONAL C LOOPS WHERE 1 B BS APPLICABLE C 0,50"MINIMUM WIDTH SAWCUT ]UNCTION BOX SECTION B-B S=START F=FINISH *=LOOP NUMBER CONDUIT STUBOUT, SEE STANDARD ^ PLAN ST-93 c% STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT SECTION C-C TO ADDITIONAL LOOPS- )UNCTION BOX WHERE APPLICACLE (ASSUMING TWO LANES OF LOOPS) *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE e 2C(S) A A S=START SIDE VIEW END VIEW #12 TWISTED PAIR F=FINISH 3TWISTS/FOOT *=LOOP NUMBER NOTE: CUT SOLDERLESS,CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE TO CONTROLLER SINGLE LOOP WINDING DETAIL tT LOOP SPLICE DETAIL 5� EP NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NOTES: 5 of " � q AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O tiQ h� o O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. SEE KENT STANDARD PLAN 6-94 FOR CONDUIT STUBOUT DETAIL AND 3 CITY OF KENT INDUCTION LOOP INSTALLATION C=J ENGINEERING DEPARTMENT NOTES. o� �F zlasa E° �� �� �'O INDUCTION LOOP 2 SEE KENT INDUCTION LOOOARD PLAN P PLACEMENT 1 DETAILS DETAIL, OR F �NA� G\\, w .. .o.o. DESIGNED DWH GCAtE NONE STANDARD PUN DRAWN BB CHECKED DATE - A8 C— APPROVEI V ..770 6" CEMENT CONCRETE CURB AND GUTTER TO JUNCTION BOX N STUBOUT SHALL EXTEND A MINIMUM OF 3(4"INTO �- PAVEMENT PAVEMENT DEPTH VARIES SCHEDULE 80 PVC SECURED IN ROAD SURFACE(TYP.) CONDUIT STUBOUT DETAIL INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC CONDUIT,MINIMUM SIZE 2 INCHES 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO,12 AWG STRANDED COPPER WIRE, CLASS 8,WITH CHEMICALLY CROSS LINKED POLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS. 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP INSTALLATIONS. 4. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS, 5. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT IS INSTALLED. 6. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH) 7, SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 8. WHEN SAWING LEAD-IN SLOT IN THE ROADWAY,CONTINUE THE SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO PERMANENTLY MARK THE LOCATION OF THE STUBOUT IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION 9. ALL LOOPS AND HOME-RUN WIRING SHALL BE PLACED A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION BOXES. S oSEPI� NOTE:THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT 17 l AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE OF RASFJJ C ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF VENT A COPY MAY BE OBTAINED UPON REQUEST. I CITY OF KENT H ENGINEERING DEPARTMENT INDUCTION LOOP V O o� 21493 k4 KENT INSTALLATION NOTES O' IST7'-'�� ww"w• r SIONAL E�O1� DRAINED D H " SCA E NONE STANDARD PLAN CHECKED DATE BmM� �] D IYI APPROVED LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT, 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT, 40 MPH 4 FT. 104 FT. 239 FT, 309 FT, 45 MPH 4 FT. 104 FT. 274 FT. 354 FT, 50 MPH 4 FT. 104 FT 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 Q Q Q Q 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. Q Q 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO Q AVOID METAL CASTINGS. B 221 211 511 A Q Q 3. THE DISTANCE BETWEEN"A"LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. Q Q Q W2 Q SR WR 00421 0422 0423 W10 00411 0412 0413 3712 PC Q 311Q Q Y Y 711 Q 7PC SD3Q 81ZQ 811Q Q A B QE1 823 SD4 Q 822 Q 821 ER NR Q E2 f4 o Q Q D A B A B Q Q 111 611 621 Q 112 1PC Q Q 612 622 j Q Q Q Q 1C S2 Sl 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) SOSEP�I NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT y� aF WASyl ��J AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT I �P i THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. r y CITY OF KENT ENGINEERING DEPARTMENT P A o�Ox�, �GI STe \``�4 KENT INDUCTION LOOP PLACEMENT S�0 AL LNG DESIGNED QWH SGLE NDNE STANDARD PLAN DRAWN BE CHECKED DATE C 00 APFROVC MtlNEIII V Septernber 2009 WSDOT STANDARD PLANS ROADWAY CONSTRUCTION A-40.10-01 Cement Concrete Pavement Joints A-60.10-01 Cement Concrete Pavement Repair (2 sheets) CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-02 Cement Concrete Curbs F-10.64-02 Precast Concrete Dual Faced Sloped Mountable Curb F-40.12-01 Parallel Curb Ramp F-45.10-01 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-30.30-00 Wattle Installation on Slope I-40.20-00 Storm Drain Inlet Protection I-60.10-00 Erosion Control Blanket Placement on Slope I-60.20-00 Erosion Control Blanket in Channel ILLUMINATION, SIGNALS, AND ITS 1-40.10-02 Locking Lid Standard Duty Junction Box Types 1 & 2 (2 sheets) FENCE AND GLARE SCREEN L-20.10-02 Chain Link Fence Type 3 and 4 (2 sheets) ROAD DELINEATION M-9.S0-01 Bicycle Lane Symbol Layout SE 2561h St Improvements/Madfai A - 2 May 9, 2013 Project Number 09-3012C .I�ca9YgNR//nW3a.T���Y WIvW li° ��ii Wdl 'Fol F ,a f F•F c z cc o gs Lla Z oEjw as z CER 8gy� C Z v & �� a' of0 �e1a a.-o Z N - °• moo Z y4 d� Z'7 Z N •^g e$Qsy�Wy u W QC w x fJ Z � o o u N s ° °• s F ody f 4�Sof IL s W z p z e� W a o Ogg 01 jy Y S�� a I „ w „ LU R dl► 6W °. ; N z vP Zia Va A' Sig °• �.3 OK loth N?1oN FO V7 viau� Q O-, O z ILV V in rz a 0 �• z J of e U yry Q N s yCG �02 �N� l� q(C pjU l�� ��JIN�IpZy �FZ 81 W =O 108 s FOP ❑O z N1 N N` ra' Y'• m i - - ,,ia` z 44 N ,j N �� 4 L _•Li4if j 09 __ 4 fi r--� K a NiarA3NYl NLa�M3NY1 H1aIM3NYl Taaan NU34 A6 NMYtla ..m.rrmrm...w;a..n.ewv wu.ua T pt +arun..evwmvverruw..wnwn+� O nm..rw.vmu ���aew Q Lr C v � w®+da wwnvw a W ! �. 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F� 4T ZLL `mm0 5 m f� y W= m�Cl iV m W n A 9 A A .0 A � n UA ul 31AT W W varns>tevw •ewnvu❑ � SPECIAL DETAILS 8" - Sensus Omni Cz Water Meter (2 sheets) Ameristar - Montage Plus Welded Steel Panel Amenstar - Montage Plus Welded Steel Gate City of Kent Detector Rack Chart Wetland Buffer Enhancement Plan SE 256" St Improvements/Madfai A - 3 May 9, 2013 Project Number 09-3012C ytfLja�S'iS.-'-A - �$F Ut y __ r `_ _�fi _ __ C£I fix_ _ _ h✓ixa Ji � d � .. _ Sir lktFA�SL,Y .,-'.ri-„` 4"yxv" 'r2"`> 13M�'wT Description 1-1/2",2",3",4",6",6"and 10"Sizes The OMNI CZ meter operation is based on advanced Floating Ball Technology(FBT) ' d "� v, �r ) QJtlC43g4 Artsus�., t;At xm �f''e nsus��t, uuu,uy Jun 000 GAL ;C '°T Get Totalization Mode t er Features AMRlAMI Mode Resettable Test Mode CONFORMANCE TO STANDARDS measuring chamber, unique chamber tion or wear, thus creating the extended The OMNI Cz meter meets and far ex- seal to the malncase using a high pres- upper and lower flow ranges capable on ceeds the most recent revision of AWWA sure o-ring, testing port and an AWWA only the OMNI C'meter Standard C701 and C702 class II Ad- compliant strainer dltionally, the meter does not require a STRAINER valve to meet these standards Each me- OMNI ELECTRONIC REGISTER The OMNI C2 with the AWWA compliant ter is performance tested to ensure com- The OMNI CL electronic register is her- W"shaped strainer using a stainless steel pliance All OMNI meters are NSF/ANSI metically sealed with an electronic pickup screen along with Floating Ball Technol- Standard 61, Annex F and G approved containing no mechanical gearing The ogy (FBT) create a design that gives far latest standards large character LCD displays AMR, To- improved accuracy even in those once talization and a Resettable Test Totalizer thought questionable settings A remov- PERFORMANCE OMNI register features, AMR resolution able strainer cover permits easy access The patented measurement principles units that are fully programmable, Pulse to the screen for routine maintenance. of the OMNI Cz meter assure enhanced output frequency that are fully program- accuracy ranges, an overall greater ac- mable, Integral customer data logging MAINTENANCE curacy, and a longer service life than an capability, Integral resettable accuracy z y g Y The OMNI C meter is designed for easy other comparable class meter produced testing feature compatible with UniPro P Z P Testing Assistant Program, Large, easy- maintenance. Should any maintenance The OMNI C meter has no restrictions to-read LCD also displays both forward be required, the measuring chamber and as to sustained flow rates within its con- and reverse flow directions and all with a !or strainer cover can be removed inde- meaus operating range The floating ball 10-year battery life guarantee pendently Parts and or a replacement measurement technology allows for flows measuring chamber may be utilized in u to its rated maximum capacity with-P Y the event repairs are needed Replace- 1 out undue wear or accuracydegradation MAGNETIC DRIVE 9 ment Measuring Chambers are available when installed in any orientation Meter registration is achieved by utilizing for the OMNI Cz meters and may also be a fully magnetic pickup system This is utilized for retrofitting to competitive me- CONSTRUCTION accomplished by the magnetic actions ters to achieve increased accuracy and The OMNI Cz meter consists of two basic of the embedded rotor magnets and the extended service life assemblies, the mamcase and the mea- ultra sensitive register pickup probe The suring chamber The measuring chamber only moving component in water is the AMR/AMI SYSTEMS- assemblyincludes the "floating ball" im- "floating ball" impeller 9 Meters and encoders are compatible with peller with a coated titanium shaft, hybrid MEASURING ELEMENT current Sensus AMR/AMI systems axial bearings, integral flow straightener and an all electronic programmable regis- The revolutionary thermoplastic, hydro- GUARANTEE. ter with protective bonnet The malncase dynamically balanced impeller floats is made from industry proven Ductile Iron between the bearings The Floating Ball Sensus OMNI CZ Meters are backed by with an approved NSF epoxy coating Technology (FBT) allows the measuring "The Sensus Guarantee" Ask your Sen- Maincase features are, easily removable element to operate virtually without fnc- sus representative for details or see BLII- letin G-500 SEnsus UT-14 OMNI C2: 1-112", 299, 3", 4", 6", 8" and 10" Sizes OMNI Cz: 1 112"-6" D A Register with Pulse and AMR Measuring C Chamber Assembly Strainer Cover Test Plug"'d-1--1 Direction B Tof Flow E F-Bolt Circle 444111 G-No of Bolts H-Size of Bolts Maincase C2 Rotor Strainer Screen OMNI Cl:8"-10" Test Port D —A Register L C�_ ob Direction 8 of Flow E F-Soft Circle G-No of Bolts H-Size of Bolts LW7 Rotor Maincase DIMENSIONS AND NET WEIGHTS 5/1m6' 5;8" 1" 18 8 lb, 22 5,lb, 1-1/2' 5 gpm 200 gpm 13" 7-7,18" 15J16' 2-5116"' 4� DN 740mm 11 m31hr 45 m3/hr Flanged 330mm 200mm 24mm 130mm 59mm 102mm 10nim 25mm 8 53 kq 10 20 kg D 2" 5 gpm 200 gpm Flanged 15-1/4, 7-7i8' I S-34 2-5116' 4-1/2' 34' 1" 25 4 lbs 32 5 lbs 50mm 2 DN 50mrn 11 mlAir 45 m1hir 3B7mm 200mm 25mm I'libmi)) 59mm 114mrn 19mm 25mm 11 39 kg 14 71 kq 3' 1 gpm 500 gpm 17" B-3/4" 3m, 7-716" 4-1/8" 6" 5/8" 1 1 45 lb6 72 8 lbs DN80mm 2,3,01b, 114 m'Pir Flanged 432mm 222mm 19mm 200mm 105mm 153mm 4 16mm 25mm 20 41 kg 33 02 kg 41. 1 5 gpm 1000 9pri) 20" 11-31b" 1516" g-lis" 4-314" 7-1f2' SIB" I-IiT' 64 9 ibs 72 8 Ibs DIN 100aim 34 01h, 227 m1hr Flanged 508mm 284111M 24mm 232alm 121iml) 191mm 8 16filin 40inn) 29 44 kg 33 02 kg 6' 39pni2_5_000p, — d 24" 13-1/4" lb/161 it- 5-3/4 9-112 8 3/4' 1-112 130 lb% 155 ibs DIN 150min 68,,,3/hr 5687 m3ihr Flange 610mm 3,36rim 24mm 279mm 146mm 2'42mm 1 19111M 40mm 48 5 kq 578 kg 8"DN 4 gpm 91 2700 qpm Flanged 30-10 1 15 11/16" 13_ 2 6-3/411-1114' 8 3/4" 2"NPT 471 11bq _�21 lb, �0200mmm-'Ihr 614 m1/lhr 765 mm 381 min 17 mm 343 min 1 300 min19 mm 214 kq 236 kq 10" 5 gpm 4000 gpm Flanged 41-1/8 19, 11/16' 16" 8-1/2" 14-1i4 718" 685 lbs L74 5 1 bg.In 12 338 DN 250mm 11 m3/hr 908 m3,hr 1045irrn 485mm 17rrm 406m 216mm 362nirn 22.....=�NPT 311 kq 338 kg SEnsus 8'O.C.Nom DOUBLE RING Adoinament option ly2 MONTAGE PLUS"'Rail 6" (See Lross Seuion Ddow) Post 2Y2"ox l6ga. O Varies With Height Standard Heights 3/.t°j� 18ga Picket T,3Y2,4%S',6' 2"Nom �' Bracket Options ` VV16' TYPICAL 36' Min Footing Depth ••� I ''� r . I^ NOTES: I)Post size depends on fence height and wind loads See MONTAGE PLUS'specifications for post sizing chart 2)Third rail required forponble Rings 3)Available in 3"air space and/et Flush Bottom on most heights RAILING DIRECTIONAL ARROW Welded panel can be raked 30"over 8'with arrow pointing down grade, MONTAGE PLUS"'RAIL 0 lib' � O O O O PROFUSION"'WELDING PROCESS No exposed welds, ly" Good Neighbor profile-Same appearance on both sides MONTAGE PLUS"'RAIL Specially foLined high strength arehllechnal shape LINE BOULEVARD UNIVERSAL BOULEVARD FLAT MOUNT E-COAT COATING SYSTEM BRACKET BRACKET BRACKET Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating 1. EpoxyPnmer Acrylic Topcoat i Bxua BxuvnT Bxul COMMERCIAL STRENGTH WELDED STEEL PANEL Values shown are nominal and not to used for installation purposes See product specification PRE-ASSEDIBLED f for installation regmlemcuts IRCIso 1 T,uo MONTAGE PLUS CLASSIC 213-RAM 1555 N Mingo fl, D1611 DR CI SH, lof 1 SCALE DO NOT SCALE AMERISTAR° Tulsa, OK 74116 1-888-333-3422 CIC ME Date 6/28/10 REV e ' wwwameiistai fence com I 3"(Latch Clearance) Arneiistai Standard 2"(Hinge Clearance) Leaf Widths(2 1Y2'NIONTAGF,PLUS"Rail (See Cross-Smuon on Panel Drawing) 1vy„ Post size varies with Height - - (See AfONTAGG PL US z"'Post-S�zmg chartO Vanes with Gate Upright Height 1%"x 14 ga Standard Heights 3',3%' 4',5' 6 r/a"fd x I Sga Picket rT-r ZFT-FT-F- Weld on Box Hinge 2" Nom I I,- { I, L 3i%h'TYP .j 36"Min Footing depth � I 4.1 u= -�u.; NOTES. Single gate Arrangement 1)Post size depends on fence height,weight and wind loads See MONTAGE PLUS"specifications for post sizing chart 2)See AnleliStar gate table for standard out to outs Custom gate openings available for special out to outileaf widths 3)Additional styles of gate hardware ate available on request This could change the Latch&Hinge Clearance 4)Third rail requited for Double Rings Over all Out to Out Q 2"(Hinge Clearance) 3"(Latch Clearance) 4merislai Standard y�(Hinge Clearance) Leaf Widths( d 1%>"MONTAGE PLUS"'Rail 6" (SCC CrnfS-Seamn on Panel Drawing) �Post size vanes wnh Heigh[ with Gate Upright Height 1%i"x l4 ga Standard Heights 3',3%,4',5',6' %4'fd x 18ga Picket I 1 J� L" aWeld on Box Hinge f 2 Nom, .�� � J L 3i%a°TYP. 36"Min Footing depth , �• • ' �,• Double gate Ai i angement Values shown are nominal and not to be used for installation purposes See product specification COMMERCIAL STRENGTH WELDED STEEL GATE foi installation requirements 1 RCISO r ae G MONTAGE PLUS CLASSIC 2/3-RAIL SGL&DBI,GATE o ° Tulsa,OK 74116 1555 N Mingo LIP �DR CI SH lof 1 SCALE' DONO'I SCALL1AMERISTARit1-888-333-3422 CK, MF Date 6/28/10 REV e � www ameristarfence com I je \ \ E ƒ\ ] e § $ iL 2 w2 - � � § _ \ \ ) � Z � 2 § § . 2 zu LUu ƒ . , U) U) U) \ 2 ° k / / ) mm * k 00 \ g ) cq 3 � ] \ $ 7 \ / tea /§ I \ 04 « ) - ) � � 04 � Cjv ± - § � ` / = cnN0)0 m � ® * cli to� < 7J � a ^ . \ E ° LO LO k ©CL / \/ \ \ , § � ~ % % \ ~ � § j 2 � > g ECG ] / / 0 [ zz Wu g � N QU) 2 ) \ 2na \§ ] Inq \§ § ° � , _ , = 7 � / \ Cj \ / \ / C . - / / & \ j ! \ 2 � » �® ' I0Q / / « E CL -° �\ » - m- =to °6 / ® J2)']- # L) \2ee ! 72 /I] } C%J f� I k a � ) 2 � `} j } /\ \ § { } \\ \ ic mn c wn � � b ro, a Y - v 1 ' n I !� i a av0 i � W o p o y ZiS R1cyo to VI G oil j ' IA -- , Ir o e I - � g � !•'1� �Hb�1a;�Wi ill4'T:2 � I w � METRO TRANSIT STANDARD PLANS D102 Pavement, Landing Pad, Footing Sections & Details D103 Footing Plans, Section, Details, Notes and Schedule D111 Internal Solar Bus Shelter Lighting SE 256" St Improvements/Madfai A - 4 May 9, 2013 Project Number 09-3012C Al:wOtlo]Jv 3MS MaV 3x°zox 3z�is ma ix N n=' Nn c z xi -'ai Ja> ♦N xiG \// �w co wrc N � a i c a Z W NIW.h \\ 6 S ' O'_ r�`3 oco:) zqd4 33 a �+/ W� 3 e w3 Gvj 3.w a 3U2 w? 16 J u 4 8 2 o*W= o i� az� • mxJ�� Oi >w k l zw02 m _� .4/I 1 en mo s lla - z w " D0 III '`^� omz < Q3 in I I n'3 I of ns I' =tz $ eo {r tOpw a I, FI ®' Jw c o1 ° a.Jaa 0 6z V •o z d+ 0 1= u P- qu5 oma a I� 0 O� R. u �- u w .Ot �� O 1 ooa o� rc H S O W If Y w N a °j Ww > t/�` uc am3 z; J `mp o N g m 1n o W zz ewo 0 d zl wgw C)a' O F zz z U U \ oIn rcx x \ zo 5 3W ¢U yZy� OD 36133 a� w W` Firw O � oUm g �• /w ¢ 3= Ua G 26 2uu zw \ I q w phi oa 3 2y ma mr m< O o U mj acOioQ U as O Z A °`rc 3C < O �s i nu 'j. 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ZOLO Y ONN • a/, 11f I i �3 3•' a - o a= unn' 9NOLL`/cm • - a am �II�+ euog FFII„ o �E ' a O U] zz ___ __ o - a - _I • A_i I o I ' 1 , c-; _______________a ___ ., f + ` ' • • • ZO • • • N •� • ZO •I i • v • ' • v • 00 0 • i v• Z . l i O •. • 1 -� H` • v • I � r • • � v', 9 r ,♦ • • Qw N .9-4 •0-L •.b-L S3'XHI rota a'�m I�e'xoLa\Is m9oo.w.n woe•ols aaa\m•naae`?ewm.u-e�=cols.r 20 1tln awxwbmH mx7in� b�y�p1•'R <0o ��LL o A 3:m,5� `0Z i z o �` 5O ��or �z �r �a�aa_ °oo`m Zp <wzs�° Y� o z z �~ w�wo oo Q� _ R7 Z z we Gu a°oouo ° ~ �LLuca Oa oa ¢'ES xw ao�LL Z zzzu W iooea� oiw a u F` a Wei wz"vsl uH�� cow uw�p w5a win `iy'w¢f�" pk¢LLrc vlo�% �pO�u ° rc m° 4a1 °W - zg z ^' oZa."_o z �z T 2�' zo�'o o- 'w a Z zaLL mCppO 7mN t)t�.o° (GJ6wwJF (]c¢ww FiUv a w�W KNyaJIK OOU l�pFO ¢o60pw Olz-Oad w2_ --nwLL r a z`oo u:}k �oz 4i: �:='Fu ww"" R ��IgJTO° _pia o�zt{x __I Z ~� Qoo nFNo nw3 a�F �w anz °F Nocdr�- sa^wcmi W. � �yG p wi I l w aW fT IQ 1 I P I F0 a ai S w m lie �O , v -r—i- a w R n z I I N a I i -TI 1 1 ° 9___r�_v P tf z m a F OU e - E El Ul zz 0 g U a \\ RJ R �Al ——————— _ — -- o= -- N�m o � oa 53'Jtl111 1�1^.� ZO ZC LO-6MZ LO•e y3bM ma ate°16vauobs wmrw,%>.°r�=Is aia\^n.nex\•woa+ors\•^.=c.o�s pruv3 i�e NEW WATER MAIN CONNECTION PROCEDURES SE 256" St Improvements/Madfai A - 5 May 9, 2013 Project Number. 09-3012C PUBLIC WORKS OPERATIONS STANDARD OPERATING PROCEDURES 9.0 WATER 9.3 New Water Main Connection Procedures PURPOSE: To avoid connections between the City potable water system and unsafe or newly constructed water systems that have the potential to contaminate the City water system, and to provide optimal cleaning,disinfection and connection procedures for new water mains to ensure safe, potable drinking water for human consumption. Note: These procedures shall be done in the following sequence or as directed by the City Inspector. 9.3.1 Connection to an Existine Water Main A physical separation between all untested and potentially contaminated water mains (or main extensions) and the city's existing water system shall be maintained at all times unless the connection is protected by an approved Department of Health backflow device (See diagram on page 5). A hydrant meter and an approved backflow prevention device shall be used whenever drawing water from the city system (see Page 5 for schematic details). Hydrant meters and backflow devices may be obtained from the Public Works Operations Division/Water Section at 5821 S. 240th Street by completing the billing forms for a hydrant meter permit and making the required damage deposit. There will be a charge for all water used in accordance with Kent City Ordinance section 7 02.180 "Temporary Water Meters". Prior to the new water main being installed, the contractor has the option of cutting in the connection tee on the existing water main, or providing potable water from another source to provide a temporary water supply. If the Contractor chooses the option of installing the new connection tee, the Contractor shall install new resilient wedge gate valves on all sides of the tee, or as required by the City. A mechanical joint plug with a 2"minimum tap and proper blocking shall be installed on the new incoming mainline valve at the new tee, with piping accessible to accommodate filling the new water main. The City Inspector shall notify the Water section of Public Works Operations a minimum of five full working days before the valve and tee installation is scheduled. This will allow water section employees time to schedule the water main shutdown and notify the customers affected. P:SOPs\Water19.3NewWatermainConnectionProcedures Approval Date L R 'B1aMC',cW"7/15/03 Revision Date: Page t 9.3.2 Cubing Foam cubes (pigs) shall be inserted into and pushed through the new water main to remove any residue, dirt, debris, obstruction or possible foreign material in the new water main. A. The Water Section shall be responsible for supplying the foam cubes to the contractor based on the water system design as shown on the approved construction plans. B. The Contractor shall be responsible for picking up the cubes at the Public Works Operations located at 5821 S 240th St Kent, Washington, and shall install two foam cubes at the initial connection and two foam cubes at each lateral connection six inches in diameter and larger(downstream of each connecting valve), as the new main is installed. This would include all six-inch diameter lateral runs to hydrants that are longer than two full pipe lengths, or have more than a single joint in them. C. A mechanical joint cap with a 2"minimum tap shall be installed with proper blocking at the initial connection point on the new main with piping accessible to accommodate both flushing and chlorine injection. D. The Water Section shall retrieve the foam cubes when the contractor performs the cubing process. All cubing and flushing shall be under the supervision of the Water Section or a City Inspector. E. To accommodate the launch and the retrieval of the cubes, the minimum blow-off size shall be four-inch diameter for six-inch and eight-inch mains. A six-inch diameter blow-off shall be installed for 10-inch and 12- inch mains per City of Kent Standards. F. It shall be the contractor's responsibility to properly dispose of all flush water per City of Kent Standards as well as locating and retrieving any "lost" or missing cubes or partial cubes from the water main. G. In the event that the initial cubing does not adequately clean the new water mains, the contractor shall be required to provide additional point(s) for launching and retrieval of additional cubes, and re-cube those sections of main that have debris to them until clean, as determined by the Water Section. 9.3.3 Pressure and Leakage Test All new water mains, extensions of existing mains,water system appurtenances and water services shall then be pressure tested for leakage in accordance with Section 7-09.3(23) of the WSDOT Standard Specifications. Water services and appurtenances 2" and smaller installed prior to water main testing shall also be pressure tested with the water main. At no time will the temporary water system connection or backflow device remain connected or in place during the pressure test procedures. P:SOPs\Water\9.3NewWatermainConneehonProcedures Approval Date L R B1a.vteRCWd,07/15/03 Revision Date: Page 2 9.3.4 Chlorine Injection After the Contractor has cleaned the water main by cubing and flushing, the Contractor shall inject a liquid chlorine solution evenly throughout the new main and appurtenances for optimal disinfection. The chlorine dosage shall be in accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on page 4 of this document) and a maximum of 100 mg/l. AWWA C651-99 Standards include detailed procedures for the adequate disinfection, flushing and microbiological testing of all water mains. If the contractor wishes the Water Section to do the injection, the City Inspector shall give the Water Section three working days notification to perform the chlorine injection. The Contractor must sign a waiver holding the City harmless for any failure of purity samples due to the work performed by the Water Section, as well as agreeing to reimburse the city for all city costs associated with the disinfection process. Work may be scheduled after hours due to manpower or workload constraints, in which case the Contractor will reimburse the Water Section for city employee overtime associated with the work performed. The Chlorine shall remain in the main for the time specified according to the procedure used from AWWA Standards C651-99. After the 24-hour disinfection period, the remaining residual throughout the water main and appurtenances shall not be lower than 25 mg/L. The Contractor shall be responsible for disposing of all chlorinated water. Chlorinated water shall be disposed of in an approved sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary sewer will be at risk, the Contractor shall be responsible for disposing of the water per City of Kent Construction Standards. Amount of Chlorine needed to produce 50 mg/L in 18ft of pipe (one pipe length) for 5.25% household bleach (with no additives), 12.5% Sodium Hypochlorite solutions and 65% available dry Calcium Hypochlorite. Diameter 5.25% 11 12.5% al 0 1b 4" 0 009 0 005 0 007 6" 0022 0011 0017 8" 0 039 0 019 0.029 10" 0 061 0.031 0 052 12" 0.087 0.044 0 047 16" 0 156 0 078 0 119 18" 0 197 0 098 0 152 24" 0 352 0 176 0 271 30" 0 548 0.275 0 422 P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L 1Z 'BUI*td a "7/15/03 Revision Date: Page 3 V Example: How many gallons of fresh 5.25% Sodium Hypochlorite will be required to disinfect 5,000 ft of 8"main? 5,000 ft - 18 ft=278 lengths of 8"pipe 278 x 0.039 = 11 gallons required 9.3.5 Bacteriological Purity Samples Two consecutive sets of acceptable purity samples,taken at least 24 hours apart, shall be collected from representative points of the new main and appurtenances. Water section personnel shall take the first bacteriological purity sample(s) after the chlorine is removed, flushing is completed and the chlorine level is no greater than nor less than the level present in the adjacent distribution system. Water services two inches and smaller installed prior to water main testing shall also be purity tested with the water main. The second set of purity samples shall be taken no less than 24 hours after-the first set of samples. A representative background sample of the City water system may be taken from the distribution source at the same time purity samples are taken from the new main. In the event that the Water Section or the City Inspector determines that trench water, dirt or debris has entered the new main during construction, the first purity samples shall be not be taken until the water has stood in the new main for at least 16 hours after final flushing. As above, the second set of purity samples shall not be taken until the water in the new main has stood for an additional 24 hours. Note: No water shall be flushed during the 16-or 24-hour incubation periods described above, or prior to the purity samples being taken. It shall be the contractor's responsibility to make arrangements to transport the sample(s) to a state-certified laboratory approved by the Water Section. The contractor shall be responsible for paying all costs for the purity samples excluding the representative background sample at the distribution source. Note: Two consecutive samples, 24 hours apart, must show no coliform 1 presence before performing final connections to the existing water system. The Water Section may be available during normal working hours, depending upon workload,(7.30 am to 4:00 pm) excluding holidays and weekends, to take purity samples, assist with cubing and chlorine injections. The Contractor shall I reimburse the city for all associated costs, including labor, vehicles, materials and overhead charges. Outside of normal working hours,the contractor shall reimburse the City at the most current hourly overtime rate for labor, vehicles, materials and other associated costs. j 9.3.6 Final Connection(s) to the Existing Water Main I P!SOPskWater\9.3NewWatermainConnectionProcedures Approval Date L g B1w ruhaycL07/15/03 Revision Date, Page 4 1 When both sets of purity sample results are satisfactory and received in writing from the state-certified laboratory, and all other City of Kent water system standards have been met, the contractor shall be allowed to connect the new mains to the existing distribution system following City of Kent and AWWA standards. It shall be the Contractors responsibility to prevent, at all times, the contamination of the new and existing water mains with trench water, dirt, debris, or other foreign material. A City of Kent inspector and/or Water Section representative must be present to witness the final connection(s) to the existing water system, to turn on and flush the new water system, and to place the new water system and appurtenances into service. Approved Cross Connection Control Device and Meier Dischargefflushtng Dechlonnation Sampling Faucet i \ t 1�I Temporary Test Supply Hose I Blocking �Control Valve I 0 1 New Water Main TUTemporary Cep or Plug !Approved Cross ✓ Connection Control Device and Meter Discharge/flushing Dechlonnatton CTemporary Blocking \ / Sampling Faucet I t�1C —Control Volvo i New Water Minn Temporary Cap or Plug (I f I P:SOPs\Water\9.3NewwatermainConnectionProcedures Approval Date L R. '87,0 't d/07/15/03 Revision Date: f Page 5 i TRAFFIC CONTROL PLANS SE 256t" St Improvements/Madfai A - 6 May 9, 2013 Project Number 09-3012C I OVTHV �INOM o Y o OVOa o o w -> dO1S 01 7 maVd38d 30 £—OZM a LEGEND VL—OZM SZ SIGN LOCATION X Xcs (TEMPORARY MOUNT) xo / TEMPORARY TRAFFIC CONTROL DEVICE (CONES) I ■ ■ PROTECTIVE/WORK ■ VEHICLE CHANNELIZATION DEVICE 'a 44 FLAGGER LOCATION SPACING (FEET) TAPER TANGENT a 10 20 3 WORK VEHICLE DISTANCE ' (OPTIONAL) ROAD TYPE BETWEEN SIGNS A B C URBAN 25/30 MPH 200 FT 200 FT 200 FT ■ URBAN STREETS • RESIDENTIAL &BUSINESS DISTRICTS 350 FT 350 FT 350 FT 35/40 MPH 50' min ° 100' max RURAL ROADS & URBAN ARTERIALS 500 FT 500 FT 500 FT 45/55 MPH i A GENERAL NOTES. W20_7A i 1. ALL SIGNS AND SPACING SHALL CONFORM 1" f TO THE MUTCD AND CITY OF KENT A SPECIFICATIONS. 2. PRIORITY PASSAGE THROUGH WORK AREA B FOR EMERGENCY VEHICLES SHALL BE W20-4 PROVIDED AT ALL TIMES ONE LANE ' 3. ALERT METRO TRANSIT 5 DAYS IN EZROAD ADVANCE (IF APPLICABLE). AHEAD 4. PROTECTIVE VEHICLE RECOMMENDED—MAY 0 BE A WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ROAD ADJACENT LANES. sz WORK 6. ALL SIGNS 48"08" B/O UNLESS AHEAD OTHERWISE SPECIFIED 7. CHANNEUZATION DEVICES ARE W20-1 STANDARD TRAFFIC CONES. 8. ALL SPACING MAY BE ADJUSTED TO TRAFFIC CONTROL PLAN ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS \ . TYPICAL 9. ALERT AFFECTED RESIDENTS AND BUSINESSES WY` KE.wi.N r FLAGGER CONTROL ooe CITY OF KENT SCALE Ns EXHIBR ENGINEERING DEPARTMENT DATE IAARCH 2ot� `+ If GEOTECHNICAL REPORT SE 256`^ St. Improvements/Madfai A - 7 May 9, 2013 Project Number 09-3012C GEOENGINEER� 1101 South Fawcett Avenue,Suite 200 Tacoma,Washington 98402 253 383 4940 March 29, 2013 City of Kent 220 Fourth Avenue South Kent, Washington 98032 Attention:Mark Madfai Subject Retaining Wall Design Criteria SE 2561h Street Improvements Kent,Washington File No 0410-185-00 INTRODUCTION AND PROJECT UNDERSTANDING This report summarizes our findings and geotechnical recommendations for the design and construction of the proposed SE 256th Street Retaining Walls in Kent, Washington We understand that SE 256th Street will be widened to include three traffic lanes and sidewalks Retaining walls will be required to accommodate the road widening. These walls will consist of contractor designed modular block structural earth walls (SEWs) also known as mechanically stabilized earth (MSE) walls Our portion of the project is limited to developing design recommendations for the two tallest walls; a SEW retaining a 7-foot cut will be located about 70 feet east of 113th Avenue SE and a SEW retaining a 6-foot fill will be located about 200 feet west of 111th Avenue SE. We understand other walls on the project will be less than 4 feet tall and will not require submittal of engineering calculations by the contractor. SCOPE OF SERVICES Our initial scope of services outlined in our March 15, 2013 agreement included providing recommended lateral earth pressures for the design of a soldier pile wall. This scope was modified by the City of Kent on March 18, 2013 when they determined that there was sufficient available right-of-way to construct a SEW at the fill wall location, therefore the soldier pile wall would not be required. Our modified geotechnical scope of services in support of structural wall design includes the following. 1. Review existing soil and groundwater information, including select in-house reports and published geologic maps. 2. Conduct a site visit prior to subsurface explorations to coordinate exploration locations and site safety issues. l City of Kent March 29,2013 Page 2 3. Coordinate clearance and location of existing underground utilities in the project area. We contacted the Washington Utilities Coordinating Council "One Call" service prior to beginning explorations 4. Drill two borings to depths of 21.5 feet below ground surface (bgs) using hollow stem auger drilling techniques in the vicinity of the proposed structural earth fill wall (originally a soldier pile fill wall) 5. Complete shallow hand auger explorations in the vicinity of the proposed structural earth cut wall. 6. Complete laboratory analysis of select soil samples Our laboratory program consisted of grain-size analyses and moisture content determinations 7. Provide recommended soil strength parameters for contractor designed structural earth walls 8. Comment on anticipated construction issues based on the results of our study. SITE CONDITIONS Geologic Setting We reviewed the geologic conditions at the site in part by reviewing Geologic Map of King County, Washington (D B. Booth, et al., 2002). The soils at the project site are mapped as Till (Qvt) This geologic unit is also referred to as Glacial Till or as "hardpan" These deposits are a compact and heterogeneous mixture of large to small particles with minor stratified fluvial deposits. Till can be a few meters to a few tens of meters thick. Surface Conditions The project is located on SE 256th Street in Kent, Washington and consists of widening an existing road through a residential area A vicinity map is provided as Figure 1 Most walls for the project are expected to be less than 4 feet tall The two largest proposed retaining walls on the project are a 6-foot fill wall located about 200 feet west of 111th Avenue SE and a 7-foot cut wall located about 70 feet east of 113th Avenue SE. The fill wall will be constructed on the north side of SE 256th Street. The property directly to the north of the proposed wall is an undeveloped lowland about 3 to 6 feet below the existing road grade. Currently, there is a fill slope extending from the road shoulder down to the adjacent property The slope is inclined at about 2H 1V(horizontal.vertical)to 15H.1V and is covered with grass and black berries A storm drain flows to the north through the road fill prism and discharges water onto the adjacent property. The cut wall will be located on the south side of SE 256th Street. The proposed wall is located in an existing cut slope. The area above the proposed wall is generally flat and includes a single family residence with a paved parking area. Subsurface Conditions We explored the subsurface conditions in the vicinity of the fill wall by drilling two borings to depths of about 21.5 feet bgs with a hollow stem auger track-mounted drill rig. Access to suitable drilling locations was limited by the width of the shoulder and the presence of underground utilities The approximate location of the explorations is shown on Figure 2. Based on survey markers on the road observed at the time of our explorations, B-1 is located at about Station 21+13 and B-2 is located at about Station 20+70. A key to our exploration logs is provided as Figure A-1; logs of the explorations are provided as GEOENGINEERS F.M40 OVIQ I8h00 City of Kent March 29,2013 Page 3 Figures A-2 and A-3 Samples and Standard Penetration Tests (SPTs) were taken in the explorations in general accordance with ASTM International (ASTM) D 1586 Moisture content and percent fines determinations were completed in accordance with ASTM D 2216 and D 1140, respectively. The test results are shown on the exploration logs at the respective sample depths At the fill wall location, we encountered 4.5 to 7.5 feet of fill consisting of loose to medium dense silty sand and sand with silt. The depth of the fill generally matches the proposed wall height in the exploration locations. Below the fill in exploration B-1, we encountered dark brown silty sand with organics, which we interpret as the topsoil layer from before the fill was placed We did not observe this layer in exploration B-2 Below the fill or topsoil layers we encountered medium dense silty sand (weathered till) which grades to very dense till at depths of 10 and 14 feet, respectively in B-1 and B-2. Our explorations terminated in the very dense till. Flowing groundwater was not observed in the borings. We anticipate that perched groundwater could be encountered in the fill above the weathered till during wetter times of the year or after significant precipitation We explored the near-surface conditions in the vicinity of the cut wall by excavating four small holes in the existing embankment cut on the south side of SE 256th Street about 70 feet east of 113th Avenue SE Based on survey markers on the road the explorations were at about Station 30+85 The soils in the existing cut consisted of brown medium dense silty sands with gravel. We interpreted these soils to be weathered glacial deposits. No groundwater was observed in these shallow explorations. CONCLUSIONS AND RECOMMENDATIONS Structural Earth Wall Design Soil Parameters We recommend the SEWs be designed using the method outlined in the 2012 edition of the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications Section 11 for MSE walls or the wall manufacturer's approved design method. The soil properties in the following table may be used in design of SEWs. Material Design Moist Design Angle of Design Unit Weight Internal Friction Cohesion Retained Existing Fill at Fill Wall Location 125 33 0 (Loose to Medium Dense Silty Sand or Sand with Silt) Retained Glacial Soils at Cut Wall Location (Medium Dense Silty Sand with Gravel) 130 34 0 Reinforced Soil Section (Washington State Department of Transportation [WSDOT]Standard Specification 9-03 14(4)"Gravel 135 37 0 Borrow for Geosynthetic Retaining Wall") Foundation Soils 130 36 0 (Medium Dense Glacial Soils) i, GEOENGINEER� FleNo 01W181,Uo Gty of Kent March 29,2013 Page$ SEWs must include adequate drainage behind the reinforced soil section or be designed for hydrostatic pressures and buoyant soil unit weights as appropriate The SEW may be designed with an allowable soil bearing pressure of 2,500 pounds per square foot (psf) provided the bearing surface is prepared in accordance with our recommendations, which are described in the following section. The proposed walls are not tiered and will not be constructed on a slope Accordingly, it is our opinion that that a global stability analysis is not required. We recommend that we review the wall plans before construction to confirm that our design recommendations were interpreted as we intended. SEW Bearing Surface Preparation We recommend that the block facing of the SEWs bear on a minimum 6-inch thick pad of compacted crushed rock placed on undisturbed medium dense weathered till or till. The reinforced soil section of the SEW may bear on either the weathered till or till or on the existing fill provided that it can be compacted in place to a firm and unyielding condition Organic soil or topsoil must be removed from the entire footprint of the retaining wall. The till and weathered till soils and the silty sand portions of the fill contain a significant amount of fines and can become disturbed if wet If weathered till or till subgrades under the block facing become disturbed during construction, the disturbed areas must be overexcavated to firm bearing and replaced with crushed rock. LIMITATIONS We have prepared this report for the exclusive use of the City of Kent and their authorized agents for SE 256th Street Improvements in Kent, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared No warranty or other conditions, express or implied,should be understood. GEOENGINEER i o Saar, City of Kent March 29,2013 Page S Please refer to Appendix B titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. Sincerely, GeoEngineers, Inc. �OSEPFj �✓. x Lyle J. Stone, PE � =� Geotechnical Engineer li ,f 0765 Garry H Squires, PE, LG, LEG Principal us.GHs.tt List of Figures Figure 1.Vicinity Map Figure 2 Site Plan Appendices. Appendix A.Subsurface Explorations Appendix B.Report Limitations and Guidelines for Use Oiscfaimer Any electronic form,facsimile or hard copy of the original document(email,text,table,and/or figure) ,f provided,and any attachments are only a Copy of tile otigloaldocument T lie onginaidoi,wnentrestoredbyGtoLngmeers Inc and will seivn its(lie official documeatofrecord. Copyeght*2013 byGetlEnginears,Inc All nghls reserved 1 GWENGINEERS ntoNo 041019500 I J ai z � z d✓ l r t-"ctI u. �; d1r,tIDH,a3 0 i f1' a Z fit 51k �' + S _ Vd Jar€€es `at _ 8 jlnw,SI z S 2d,',thbI ' 4E 24]tfk tit (c roU*„s`rrre rn Sr f Srsk trY St a ,f ,SV iam rn bb i0�4a01 Sk o v Kati t E E i; ,[ 235•k� 3r , k n vRd WA 516 o I• s x SeasHu S7 - �' 't! , N )'$ a zt o L Y§ Yi a r$ _ram vS L B � � w f; Protect Site N n m 2551Xi 5, > _ s � i S a Y, -•• � I�Yh(Jf� » rtt risx t ro n �8 J qT � S � f W K4 < r ai 4 s r x'rOn f Sources Esn, DeLorme, NAVTEQ USGS, Interm`ap iPC, NRCAN, E Esn Japan, METI, Esn China(Hong Kong), Esn (Thailand),TomTom, 2012 U_ N LL O:a ZE 2,000 0 2,000 shen g u, 12 101 Feet o v o Notes Vicinity Map a 1 The locations of all features shown are approximate 2 This drawing is for information purposes It is intended to assist in m showing features discussed in an attached document GeoEngineers,Inc SE 256th Street Improvements d can not guarantee the accuracy and content of electronic files The master file Is stored by GeoEngineers,Inc and will serve as the official record of Kent, Washington this communication U 3 It is unlawful to copy or reproduce all or any part thereof,whether for personal use or resale,without permission y Data Sources ESRI Data&Maps Gi EQ E N G I N E E R S Figure 1 w Protection NAD 1963 StatePlane Washington North FPS 4601 Feet O rA'9 3 � x i k Y 1 Y . �6 w ¢ I 1 E _ # y uc nI � N a - v I 4 n ate^ Y ,c3urce Fsrl i- uL' USJ/> USES E �G�of=may <etmappiny, ° r rig IGN I*P"� n. lh rhSUser u ity legend N µE Approximate location of s LLI boring 75 0 ,s NI O � Feet 0 m Data Source Aerial imagery from ES RI Data Online Site Plan Protection NAD 1963 StatePlane Washington North FIPS 4601 Feet 0 S Notes SE 256th Street Improvements a 1 The locations of all features shown are approximate 2 This drawing is for Information purposes It is intended to Kent, Washington assist in showing features discussed in an attached document GeoEngineers,Inc cannot guarantee the a accuracy and content of electronic files The master file is stored by GeoEngmeers,Inc and will serve as the E R Fig ure 2 0 official record of this communication _ APPENDIX A Subsurface Explorations SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS SYMBOLS TYPICAL SYMBOLS TYPICAL MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS CLEAN GW GRAVEL s°ND MIIXTURES AC Asphalt Concrete GRAVEL GRAVELS AND GRAVELLY (TRUE OR NO FINES) 0000C GP POORLY GRADED GRAVELS SOILS 3 0 0 GRAVEL-SAND MIXTURES /�/� � CC Cement Concrete COARSE MORE THAN5a% GRAVELS WITH GM SSILTMIXTUREILTY SGRAVEL SAND Crushed Rock/ GRAINED OF COARSE FINES CR. SOILS FRACTION Quarry Spells RETAINED ON NO (APRRECIABUAWI GC CLAYEY GRAVELS,GRAVEL- 4 SIEVE E SAND-CLAY MIXTURES TS Topsoil/ Forest Duff/Sod SW WELL-GRADEDSANDS, CLEAN SANDS GRAVELLY SANDS MORE THAN Sax SAND _ Groundwater Contact RETAINED ON NO AND (UMEORNOFINES) 20a SIEVEE SANDY SP POORLY-GRADED SANDS, SOILS GRAVELLY SAND Measured groundwater level in _ exploration,well,or plezometer MORE THAN SANDS WITH SM SILTY LTSANDS SAND-SILT OF COARSE FRACTION FINES Measured free product In well or PASSING NO4 _ piezometer SIEVE (A"RECIASLE AMWHT sc CLAYEY SANDS SAND-CLAY OF FINES) MIXTURES Graphic Log Contact INORGANIC SILTS,ROCK ML FLOUR CLAYEY SILTS WITH SLIGHT PLASTICITY Distinct contact between soil strata or INORGANIC CLAYS OF LOW geologic units SILTS MEDIUM PLASTICITY GRAVELLY LIQUID LIMIT CL CLAYS,SANDY CLAYS SILTY Approximate location of sod strata FINE AND LESS THAN50 CLAYS,LEANCLAYS / change within a geologic soil unit GRAINED CLAYS - SOILS ORGANIC SILTS AND ORGANIC oL PLASTICITY IIASSOFLOW Material Description Contact MORE THAN 5a% I I INORGANIC SILTS,MICACEOUS MORE THAN 0% MH OR DIATOMACEOUS SILTY Distinct contact between soil strata or PASSISIEVE SOILS geologic units SILTS E �+H INORGANIC CLAYS OF HIGH CLAYS PLASTICITY ____ Approximate location of sod strata change within a geologic soil unit OH ORGANIC CLAYS AND SILTS OF MEDIUM TO HIGH PLASTICITY PEAT,HUMUS SWAMP SOILS HIGHLY ORGANIC SOILS PT WITH HIGH ORGANIC CONTENTS NOTE Multiple symbols are used to Indicate borderline or dual soil classifications Laboratory J Field Tests %F Percent fines Sampler Symbol Descriptions AL Atterberg limits ® CA Chemical analysis 2.4-inch I.D.split barrel CP Laboratory compaction test CS Consolidation test JIStandard Penetration Test(SPT) DS Direct shear ■ HA Hydrometer analysis Shelby tube MC Moisture content MD Moisture content and dry density ® Piston OC Organic content PM Permeability or hydraulic conductivity U Direct-Push PI Plasticity index PP Pocket penetrometer ® Bulk or grab PPM Parts per million SA Sieve analysis TX Triaxial compression UC Unconfined compression Blowcount is recorded for driven samplers as the number VS Vane shear of blows required to advance sampler 12 Inches(or Sheen Classification distance noted). See exploration log for hammer weight and drop. NS No Visible Sheen SS Slight Sheen Equivalent N60 blow counts presented In parentheses. MS Moderate Sheen HS Heavy Sheen NT Not Tested NOTE The reader must refer to the discussion In the report text and the logs of explorations for a proper understanding of subsurface conditions Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made,they are not warranted to be representative of subsurface conditions at other locations or times KEY TO EXPLORATION LOGS GMENGINEERS /// FIGUREA-1 End S Drilled 3/1512 Checked 13 3/155/2013 Total 21 5 Logged By Driller Holocene Drilling Drilling Method Hollow Stem Auger Depth(R) ByU LJ Surface Elevation(R) 429 Hammer 140 Ib/30 In drop Autohammer Drilling Deidnch D50 vertical Datum Data Equipment Fasting(X) System Groundwater Northing(Y) Datum Depth to Date Measured water Elevation(R) Notes Hammer efficiency rating is 83% FIELD DATA0 MATERIAL H Z J DESCRIPTION REMARKS O j _ W J 2 is m C E E!N A O � w o 5 m z in t°' 3 (7 C'1 CJ o1 - 0 Sp-SM Brown fine to medium sand with sift and gravel (medium dense,moist)(fill) 6 7(10) 1 8 mc tih SM Dark brown silty fine to medium sand with 5 6 2(8) ^,22 organics(roots)(very loose,moist)(topsoil) 64 %F-40 SM Browrl/gray silly fine to medium sand with 12 7(10) M1C occasional gravel(medium dense,moist) 16 (weathered tin) ,yo 10 12 40(55) 4 SM Brown/gray silty fine to coarse sand with gravel (very dense,moist)(till) .h m 15 12 50/5" 6 x w 0 ro w w z ,�O u 0 w u 11 20 18 76 6 E (105) n tb a E r 'n OS 'o z z u g Note See Figure A-1 for explanation of symbols 4 n Log of Boring B-1 Project SE 256th Street Improvements G W E N G I N E E R� Project Location Kent, Washington Figure A-2 Project Number 0410-185-00 Sheet 1 of 1 start End Total Logged By BEL Drilling Drilled 3/15/2013 3/15/2013 1 Depth(ft) 21 5 Checked By US Driller Holocene Drilling Method Hollow Stem Auger Surface Elevation(ft) 429 Hammer 1401b/30 In drop Autohammer Drilling Deidrich D50 vertical Datum Data p Equipment Fasting(X) System Groundwater Northing(l) Datum Depth to Date Measured Water ft Elevatan(111 Notes Hammer effiaency rating is 83% FIELD DATA m n E 5 o 9 Z J a MATERIAL r REMARKS a m 8 s o DESCRIPTIONzz C1. N w 0 K mz c°� EF 3 C� CCU 20 o ri Sp-SM Brown fine to coarse sand with sift and gravel (loose,moist)(fill) 8 6(8) 1 11 %F=16 %F tih SM Brown silty fine to coarse sand with gravel 5-1 12 21(29) C (medium dense,moist)(fill) 11 12 27(37) Mc SM Brown/gray silly fine to medium sand with 12 occasional gravel(medium dense,moist) ryo (weathered till) 10 12 14(19) 4 Grades to medium dense s5 o- SM Brown/gray silly fine to coarse sand with gravel C (verydense moist)(till) _ 15 18 62(85) 5 w s w 0 w F F9a w 20 17 501F 5 0 s g� Note See Figure A-1 for explanation of symbols 4 n Log of Boring B-2 a / Project SE 256th Street Improvements L7 (�E( G E 5 t Protect Location- Kent, Washington Figure A-3 Project Number 0410-185-00 She et 1 of 1 APPENDIX B Report Limitations and Guidelines for Use City of Kent March 29 200 Page B•1 APPENDIX B REPORT LIMITATIONS AND GUIDELINES FOR USE1 This appendix provides information to help you manage your risks with respect to the use of this report Report Use and Reliance This report has been prepared for the City of Kent. GeoEnglneers structures its services to meet the specific needs of its clients. No party other than the City of Kent may rely on the product of our services unless we agree to such reliance in advance and in writing. Within the limitations of the agreed scope of services for the Project, and its schedule and budget, our services have been executed in accordance with our Agreement with the Client dated March 15, 2013 and generally accepted geotechnical practices in this area at the time this report was prepared. We do not authorize, and will not be responsible for, the use of this report for any purposes or Projects other than those identified in this report If changes to the Project or property occur after the date of this report, GeoEnglneers cannot be responsible for any consequences of such changes in relation to this report unless we have been given the opportunity to review our interpretations and recommendations in the context of such changes. Based on that review, we can provide written modifications or confirmation, as appropriate. Information Provided by Others GeoEnglneers has relied upon certain data or information provided or compiled by others in the performance of our services. Although we use sources that we reasonably believe to be trustworthy, GeoEnglneers cannot warrant or guarantee the accuracy or completeness of information provided or compiled by others Conditions Can Change This report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by events such as construction on or adjacent to the site, new information or technology that becomes available subsequent to the report date, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. If more than a few months have passed since issuance of our report or work product, or if any of the described events may have occurred, please contact GeoEnglneers before applying this report for its intended purpose so that we may evaluate whether changed conditions affect the continued reliability or applicability of our conclusions and recommendations. i Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences,www asfe org GEOENGINEER .,p fw (41)]bbLO City of Kent March 29,2013 Page B-2 Professional Judgment It is important to recognize that the geoscience practices (geotechnical engineering, geology and environmental science) rely on professional judgment and opinion to a greater extent than other engineering and natural science disciplines, where more precise and/or readily observable data may exist. To help clients better understand how this difference pertains to its services, GeoEngineers includes these explanatory "limitations" provisions in its reports Please confer with GeoEngineers if you need to know how these "Report Limitations and Guidelines for Use" apply to your Project or site. GEOENGINEER� 1 . 1xA` PROJECT SIGNS Kent Project Sign (Example) SE 256`" St Improvements/Madfai A - 8 May 9, 2013 Project Number 09-3012C 1 Mtrit T ' k t YIx n • •Lon O 00 = C • • aLL • • cm (07 u ai 9�a kl is i_2tl ai-a,Y,� •z� e PREVAILING WAGE RATES SE 256" St Improvements/Madfai A - 9 May 9, 2013 Project Number. 09-3012C r uyc i vi i i State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 5/7/2013 County Trade Job Classification Wade HolidayOvertime Note King Asbestos Abatement Workers Journey Level $40.831 5D 1 H King B_ollermakers Journey Level $62.341 5N 1C King Brick Mason Bnck And Block Finisher $42.21 5A 1M r King Brick Mason Journey Level $49.07 5A 1M I King Brick Mason Pointer-Caulker-Cleaner $49.07 5A 1M King Building Service Emplovees Janitor $19.98 5S 2F King Building Service Emplovees Traveling Waxer/shampooer $20.39 5S 2F King Building Service Emplovees Window Cleaner (Scaffold) $24.52 5S 2F King Building Service E ii iop yees 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 iM 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 1 B Tender King Dredge Workers Assistant Engineer $51.07 5D 3G l King Dredge workers Assistant Mate(deckhand) $50.56 5D 3G r OtJ.G L VI 1 / 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 Dredoe 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 Drvwatl Tapers Journey Level $49.79 5P 1 E King Electrical Fixture Maintenance Journey Level $25.34 5L 1E Workers King Etectricians - 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 King Electricians - Inside Journey Level $59.85 7C 2W King Electricians - inside Journey Level (tunnel) $64.24 7C 2W King Electricians Motor Shop Craftsman $15 37 1 King Electricians - Motor Shop Journey Level $14.69 1 ;King Electricians - Powerhne Cable Splicer $64.95 5A 4A Construction King Electricians - Powerhne Certified Line Welder $59.37 5A 4A Construction King Electricians - Powerhne Groundperson $42.16 5A 4A Construction King Electricians - Powerhne Head Groundperson $44.50 5A 4A Constr uction King Electricians - Powerhne Heavy Line Equipment $59.37 5A 4A Construction Operator :King Electricians - Powerhne Jackhammer Operator $44.50 5A 4A Construction King Electricians - Powerhne Journey Level Lineperson $59.37 5A 4A Construction King Etectricians - Powerhne Line Equipment Operator $49.95 5A 4A Construction King Electricians - Powerhine Pole Sprayer $59.37 5A 4A Construction King Electricians - Powerhne Powderperson $44.50 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.701 7D 4A King Etevator 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 Fta ers Journey Level $34.61 7A 2Y King lClaziers liourney Level $52.761 7L I 1Y King Heat Et Frost Insulators And Journeyman $56.93 5J 15 Asbestos Workers King Heating Equipment Mec-ianics 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 I King Inland Boatmen Cook $48.891 5B 1K King Inland Boatmen Deckhand $48.96 5B 1K King Inland Boatmen Deckhand Engineer $49.95 5B 1K King Inland Boatmen Launch Operator $51.16 5B 1K King Inland Boatmen Mate $51.16 5B 1K King Inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 1 Sewer Et Water Systems By Operator Remote Control King Inspection/Cteamng/Seating 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 Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By ! Remote Control ' King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer Et 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 t King Laborers Brick Pavers $40.83 7A 2Y King Laborers Brush Cutter $40.83 7A 2Y King Laoorers 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 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) i r ayc � vi i i 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 Operator King Laborers Concrete Form Stripper $40 831 7A 2Y King 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 (mcL. Charred Material) King Laborers Ditch Digger $40.83 7A 2Y King Laborers Diver $42.11 7A 2Y King Laborers DnllOperator $41.59 7A 2Y (hydraulic,diamond) King Laborers Dry Stack Walls r$41.59. 7A 2Y King Laborers Dump Person 7A 2Y King Laborers Epoxy Technician 7A 2Y King Laborers Erosion Control Worker 7A 2Y King Laborers Faller Et Bucker Chain Saw 7A 2Y King Laborers Fine Graders $40.831 7A 2Y King Laborers Firewatch $34.61 7A 2Y King Laborers Form Setter $40.83 7A 2Y j King Laborers Gabian Basket Builders $40.83 7A 2Y King Laborers General Laborer $40.83 7A 2Y King Laborers Grade Checker Et Transit $42.11 7A 2Y Person King Laborers Gnnders $40.831 7A 2Y King Laborers Grout Machine Tender $40.831 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 $42.111 7A 2Y King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbea m Operator $41.59 7A 2Y King Laborers Maintenance Person $40.83 7A 2Y z King Laborers Manhole Builder-mudman $41.59 7A 2Y a I ruyc .� vi ii 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 Rehner $41.59 7A 2Y King Laborers Pipe Wrapper $41.59 7A 2Y King Laborers Pot Tender $40.83 7A 2Y King Laborers Powderman $42.11 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 Pi ter $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 propelled) King 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 $40.831 7A 2Y King Laborers Track Laborer $40.83 7A 2Y King Laborers Track Liner (power) $41.59 7A 2Y King Laborers Traffic Control Laborer $37.01 7A 2Y 8R King Laborers Traffic Control Supervisor $37.01 7A 2Y 8R r cuyc v vi i i King Laborers Truck Spotter $40.831 7A 2Y King Laborers Tugger Operator $41 59 7A 2Y King Laborers Tunnel Work-Compressed Air $55.89 7A 2Y 8� Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $60.92 7A 2Y 8� Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $64.60 7A 2Y 8� Worker 44.01-54 00 psi King Laborers Tunnel Work-Compressed Air $70.30 7A 2Y 8Q Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $72.42 7A 2Y 8H Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $77.52 7A 2Y 8H Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $79.42 7A 2Y 80 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $81.42 7A 1H 8Q Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $83.42 7A 1H 8M Worker 72.01-74 00 psi King Laborers Tunnel Work-Guage and Lock $42.21 7A 2Y M Tender King Laborers Tunnel Work-Miner $42.21 7A 2Y Q King Laborers Vibrator $41.59 7A 2Y King Laborers Vinyl Seamer $40.83 7A 2Y King Laborers Watchman $31 461 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 8 Topman $40.83 7A 2Y & Water King Laborers - Underground Sewer Pipe Layer $41.59 7A 2Y j E 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 1H King Marble Setters Journey Level $49.07 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metat Fabrication in Shop} Laborer $9.781 1 King Metal Fabrication 41n Shop) Machine Operator $13.04 1 King Metat Fabrication In Shoff Painter $11 10 1 King Metal Fabrication Lin Shop) Welder $15.48 1 King Millwright Journey Level $50.67 5D 1M King IModular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buddmgs Production Worker $9.40 1 King Modular Burldinds Tool Maintenance $11.56 1 King Modular BuiIdmgs Utility Person $11.56 1 King Modular Bui.dinas Welder $11.56 1 King Painters Journey Level $36.53 6Z 2B King Pile Driver Journey Level $49 82 5D 1M King Plasterers Journey Level $48 23 7D 1 R King Playground Et Park Equiment Journey Level $9.19 1 Installers King Plumbers Et Pipefitters Journey Level $71 69 6Z 1G 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 Rower 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 $51.891 7A 3C 8P King Power Equipment Operators Chipper $51.40 7A 3C 8P King Power E ua indent Operators Compressor $48.62 7A 3C 8P King Pow�ment 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 Equipmeril 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 42 m King Power Equipment Operators Conveyors $50.98 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes. 100 Tons Through 199 $52.44 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equioment Operators Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P l Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P r uqc v vl 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 Power Equipment Operators Dozers D-9 Et Under $50 98 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 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 i 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 Hydrahfts/boom Trucks Over $50.98 7A 3C 8P 10 Tons King Power Equipment Operators Hydrahfts/boom Trucks, 10 $48.62 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. fs. $52.44 7A 3C 8P Over r uya vi L i King Power Equipment Operators Loader, Overhead, 6 Yards. But $51.89 7A 3C 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $51.40 7A 3C 8P Yards King Power Eauipment operators Loaders, Plant Feed $51.40 7A 3C 8P King Power Equipment Opei ators Loaders- Elevating Type Belt $50.98 7A 3C 8P 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 Operatois Mechanics, All (leadmen - $5 ..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 Manhfts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $51.40 7A 3C 8P 20 Tons Through 44 Tons King Power Ectuioment Operators Overhead, Bridge Type: 100 $52.44 7A 3C 8P Tons And Over King 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) King 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 Eauipment 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 8P 100 Feet In Height Based To Boom King 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 $51 891 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Materials ''King Power Eauipment Operators Roto-mill, Roto-grinder $51.40 7A 3C 8P ruyc iV vl i/ 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/gumte 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 G 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 813 Height Base To Boom King Power Equipment Operators Transporters, All Track Or $51.89 7A 3C 8P Truck Type 1 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 I I King Power Equipment Operators Truck Mount Portable Conveyor $51.40 7A 3C 8P i 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 & 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 a Water King Power Equipment Operators- Batch Plant Operator, $51.40 7A 3C 8P Underground Sewer & Water lConcrete ruyc ii VI L King Power Equipment Qperators Bobcat $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $48.62 7A 3C 8P Underground Sewer Et Water Equipment King Power Eg ument Operators- Brooms $48.62 7A 3C 8P Undergrouno Sewer Et Water King Rower Equipment Ope ators Bump Cutter $51.40 7A 3C 8P UndergrouPd Sewer & Water King Power E ui.meat Operators- Cableways $51.89 7A 3C 8P Undet ground Sewer & 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 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 £t 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 & Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Under -oulid 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 Qperators- 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 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 5 r uyc t� vl i/ 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 £t 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 £t Water King Power Equipme it 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 & 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 & Water With Attachments King Power E ui ment 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 Poever Equipment Operators- Guardrail Punch $51.40 7A 3C 8P Underground Sewer & 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 r King Power Equipment Operators- Hard Tail End Dump $51.40 7A 3C 8P Underground Sewer £t 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. Ft $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 & 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 3C 8P a 1_ii__. / /L_ i-____ - _ __. /1._• /- _ __I_ _1...._ /._ _ -11I_ -_1_ _1.. _ __�-- rI1I.1 f1� ^I Underground Sewer & 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 & Water King Power Equipment Operators- Mechanics, Alt (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 813 Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $51 89 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer Et Water Distribution It Mulch Seeding Operator King Power Equmment Operators- Outside Hoists (elevators And $50 98 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $51.40 7A 3C 8P 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 & 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 &Water King Power Equipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 813 ! Underground Sewer Et Water King Power Equipment Operators- Power Plant $48.62 7A 3C 8P 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, DI 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 2P Underground Sewer & Water King Power Equipment Operators- Rollagon $51 89 7A 3C 8P r UyG 1T V, 1/ Under round Sewer & 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 a 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 & Water King Power Equipment Operators- Scraper, Self Propelled Under $51.40 7A 3C 8P Underground Sewer Et Water 45 Yards King Rower Equipment Operators- Scrapers - Concrete Et Carry All $50.98 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Underground Sewer & Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $50.98 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gumte Equipment $48.62 7A 3C 8P Underground Sewer & 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 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Under®round Sewer Et Water Tractors- 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes $52 44 7A 3C 8P Underground Sewer & Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Underground Sewer It Water Over 90 Metric Tons King Power Equipment Operators Shpform Pavers $51.89 7A 3C 8P Underground Sewer Et Water King Power E uipment Operators- Spreader, Topsider Et $51 89 7A 3C 8P Underground Sewer & Water Screedman King Power Equipment Operators- Subgrader Trimmer $51.40 7A 3C 8P ` Underground Sewer & 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 Et Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $52.44 7A 3C 8P Underground Sewer & Water Height Base To Boom King Power Eouipment Operators- Transporters, All Track Or $51.89 7A 3C 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oileridnver - 100 $51.40 7A 3C 813 Underground Sewer Et Water Tons And Over ;King Power Equipment Operators- Truck Crane Oiler/driver Under $50.98 7A 3C 8P rayc 1J VI 1/ Underground Sewer It Water 100 Tons King Power Equipment 0,3eiators- 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 King Powei Equipment Operators- Wheel Tractors, Farmall Type $48.62 7A 3C 8P Underground Sewer Er Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer Er 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 i King Power Line Clearance Tree Tree Trimmer Groundperson $28 95 5A 4A Trimmers King Refrigeration Et Air Journey Level $70.46 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $49.07 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residentiat 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 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residentiat Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration & Air Journey Level $70.46 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $41.30 7F 111 Workers King Residential Soft Floor Layers Journey Level $41.78 5A 3D King Residential Sprinkler Fitters Journey Level $40.81 5C 2R iFire Protection) King Residential Stone Masons Journey Level $49.071 5A 1M King 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 g King Roofers Journey Level $43.90 5A 1 R 1_La /IL i. .. 11—. 1 1 1 / A•I _1 _1 r111�^i � rayc 1V U1 1/ 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 Shiobuilding 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 3B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $56.93 5J 1S King >hipbuitdina Et Ship Repair Laborer $36.78 70 3B King Shiobuitdina Et Ship Repair Machinist $37.81 70 3B King Shipbuilding ShShi Repair Operator $40.15 70 3B King Shipbuilding Et Ship Repair Painter $37.81 70 3B King Shipbuitding Et Ship Repair Phpefitter $37.77 70 3B King ShipbuiWinoft Ship Repair Rigger $37.76 70 3B King ShipbuitdinyEt Ship Repair Sandblaster $36.78 70 3B King Shipbuilding & Ship Repair Sheet Metal $37.74 70 3B King Shipbuitdrig £t Ship Repair Shipfitter $37.76 70 3B King Shipbuilding Et Ship Repair Trucker $37.61 70 3B King Shipbuilding Et Ship Repair Warehouse $37.65 70 3B King Shipbuilding Et Ship Repair Welder/Burner $37 76 70 3B King Sign Makers Et Installers Sign Installer $22 92 1 1ElectncaU King Sign Makers Et Installers Sign Maker $21.36 1 Electrical) I is King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical l King Soft Floor Layers 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 1M 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 813 King Surveyors Construction Site Surveyor $51.89 7A 3C 8P King Telecommunication Journey Level $22.76 1 j Technicians King Telephone Line Construction - Cable Splicer $35 09 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $19.22 5A 2B Outside r King Telephone Line Construction - Installer (Repairer) $33.63 5A 2B rayc i/ VI i/ 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 Tetephone Line Construction - Telephone Equipment Operator $32.62 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside "King Teleo lone Line Construction - Television Groundperson $18.65 5A 2B E Outside t 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 Corstruction - Tree Trimmer $32.95 5A 2B Outside King Terrazzo Workers Journey Level $45.43 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marbte Et Terrazzo Finisher $37.76 5A 1B 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) 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 $47.911 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 Installers King Well Drillers & Irrigation Pump Oiler $12.97 1 Installers King Wett Drillers & Irrigation Pump Well Driller $18.00 1 Installers t 4 Benefit Code Key—Effective 3-3-2013 thru B-30-2013 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker On public works projects, the hourly rate must be not less than the prevailing rate of wage mmus the hourly rate of the cost of fringe benefits actually provided for the worker 1 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on Saturdays shall be paid at one and one-half tines the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C The first two (2)hours after eight (8) regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half tunes the hourly rate of wage All other overtime hours and all hours worked on Sundays and holidays shall be paid at doable the hourly rate of wage D The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage All additional hours worked and all woiked on Sundays and holidays shall be paid at double the hourly rate of wage E The first two(2) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly i ate of wage F The first two(2) hours after eight(8) regular hours Monday through Friday and the first ten(10) hours on Saturday shall be paid at one and one-half tunes the houily late of wage All other ovcrhme hours woiked, except Labor Day, shall be paid at double the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage G The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage H All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-halt times the hourly rate of wage All hours worked Monday thiough Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage I All hours worked on Sundays and holidays shall also be paid at double the hourly i ate of wage J The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours woiked over ten (10) hours Monday thiough Saturday, Sundays and holidays shall be paid at double the hourly rate of wage K All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage M All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half tunes the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 1 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 1 h All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly late of wage O The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays holidays and after twelve(12) hours.Monday thiough Friday and after ten (10)hours on Saturday shall be paid at double the hourly i ate of wage P All hours worked on Saturdays(except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage All homs worked on holidays shall be paid at double the hourly rate of wage Q The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half tunes the hourly late of wage All hours wetked in excess of ten 00) hours per day Monday through Saturday and at] hours worked oil Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage All hours worked on Cluistinas day shall be paid at two and one-half times the hourly rate of wage R All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage S The first two(2)hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half tines the hourly rate of wage All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly late of wage All hours woiked on Labor Day shall be paid at three times the hourly rate of wage U All hours worked on Satmdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays (except Labor Day) shall be paid at two tines the horn ly rate of wage All hours worked on Labor Day shall be paid at three tines the hourly rate of wage V All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage All hour s worked on holidays shall be paid at double the hourly rate of wage X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday,Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage Y. All hours worked outside the hours of 5 00 am and 5 00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8) hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the houly rate of wage (except for employees who are absent fiom woik without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek) All hours worked Monday thi ough Saturday over twelve(12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage Z All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 2 ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage C All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays ,hall be paid at two tunes the hourly rate of wage F The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay All hours woi ked in excess of eight(8) hours on holidays shall be paid at double the hourly rate of wage G Alt hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay H All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage K All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay O All hours worked on Sundays and holidays shall be paid at one and one-half tunes the hourly rate of wage R All hours woiked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hour ly rate of wage W The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-hall times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage On a tour-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shalt be paid at double the hourly rate of wage The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage All other hours worked on the fifth, sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage Y. All hours worked on Saturdays(except for make-up days)shall be paid at one and one-half times the hourly rate of wage All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time pet week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours(12) in a single shift and all work performed after 6 00 pin Saturday to 6 00 am Monday and holidays shall be paid at double the straight time rate of pay Any shift staiting between the hours of 6 00 pm and midnight shall receive an additional one dollar($1 00)per hour for all hours worked that shift The employer shall have the sole discretion to assign overtime work to employees Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more 3 I Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 3 B. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid atone and one-half times the hourly rate of wage All hours worked over tweh e(12)hours Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C Work performed in excess of eight(8)hours of straight time per day,or ten (10)hours of straight time per day when fout ten(10)hour chits are established,or forty(40) hours of straight time per week, Monday thiough Friday.or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly tate of wage All work performed after 6 00 pm Saturday to 5 00 am Monday and Holidays shall be paid at double the hourly rate of wage After an employee has worked eight(8)hours at au applicable oveitime rate,all additional hours shall be at the applicable overtime iate until such time as the employee has had a break of eight(8)hours or more D All hours worked between 6 00 pm Monday through 6 00 am Saturday, shall be paid at an overtime late of 15% over the hourly rate of wage All other hours worked after 6 00 am on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage E All hours worked Sundays and holidays shall be paid at double the hourly rate of wage Each week once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate G Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)how shifts are established,or forty(40)hours of straight time per week, Monday thiough Friday, ,and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours(12) in a single shift and all woi k performed after 8 00 am Sunday to 8 00 am Monday and Holidays shall be paid at double the straight time rate of pay After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8) hours or more. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage Holiday Codes 5 A. Holidays- New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day.and Christmas Day(7) B. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8) C. Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8) D Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8) H. Holidays New Year's Day, Memorial Day, Independence Day,Thanksgiving Day,the Day aftei Thanksgiving Day, And Christmas(6) 4 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 5 I. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) J Holidays- New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Fnday after Thanksgiving Day, Christmas Eve Day, And Christmas Day(7) K Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Chi istnias, And Chi tstmas Day(9) L Holidays New Yeat's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8) N. Holidays New Year's Day, Presidents' Day, Memorial Day, independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9) P Holidays New Year's Day, Memorial Day,Independence Day, Labor Day,Thanksgiving Day, Friday And Saturday After Thanksgiving Day, l'he Day Before Christmas. And Christmas Day (9) if A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday Q Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) R Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Halt Day Before Christmas Day,And Christmas Day (7 12) S Paid Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7) T Paid Holidays New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgrvuig Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9) Z Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8) Holidav Codes Continued 6 A Patd Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8) E Paid Holidays New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day (9 1/2) G Paid Holidays New Year's Day, Martin Luther King Jr Day, Presidents' Day,Memorial Day, Independence Day, Labor Day. Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,Christmas Day,And Christmas Eve Day(11) H. Paid Holidays New Year's Day, New Year's Eve Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10) I Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7) 5 II I Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 6. T. Paid Holidays New Year's Day, Presidents' Day. Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Cluistnias Day, And Christmas Day(9) Z Holidays New Year's Day,Memorial Day, Independence Day, Laboi Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7) If a holiday fails on Saturday, the preceding Friday shall be considered as the holiday If a holiday falls on Sunday, the following Monday shall be considered as the holiday Holiday Codes Continued 7 A Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (9) Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On i he Following Monday If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day B. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Fiiday and Satmday after Thanksgiving Day,And Christmas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Satuiday shall be observed a, a holiday on the preceding Fnday C Holidays. New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Fi iday D Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) Unpaid Holidays President's Day Any paid holiday which falls on a Sunday shall be observed m a holiday on the following Monday Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday E Holidays New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday F. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday G Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday H Holidays New Year's Day, Martin Luther King Jr Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9) Any holiday which falls on a Sunday shall be obseived as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday I. Holidays. New Year's Day,President's Day,Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday 6 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 7. J Holidays New Year's Day, Independence Day, Memmial Day, Laboi Day, Thanksgiving Day and Christmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Satwday shall be observed as a holiday on the preceding Friday K Holidays New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday L Holidays New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday M Paid Holidays New Yeat's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day, And the Day after or before Christmas Day 10) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday N Holidays New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday When Christmas falls on a Saturday,the preceding Friday shall be obseived as a holiday O Paid Holidays New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday 11) Any holiday which falls on a Sunday shall be obseived as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Fuday P Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Q Holidays New Year's Day, Memorial Day. Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regulai wotk day R Paid Holidays New Year's Day,the day after or before New Year's Day, President's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Chi istmas Day,and the day after or befoie Christmas Day(10) if any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly S Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9) If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly Note Codes 8 A In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fitly feet or more Over 50'To 100'-$2 00 per Foot for Each Foot Over 50 Feet Over 100'To 150' -$3 00 pet Foot for Each Foot Over 100 Feet Over 150'To 220' -$4 00 per Foot for Each Foot Over 150 Feet Over 220'-$5 00 per Foot for Each Foot Over 220 Feet 7 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 C In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more Over 50' To 100'-$1 00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1 50 per Foot for Each Foot Over 100 Feet Over I50' To 200'-$2 00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1 00 per hour L Workers on hazmat projects receive additional hourly premiums as follows -Level A:$0.75,Level B $0 50,And Level C $0 25 M Workers on hazmat projects ieceive additional hourly premiums as follows Levels A&B $1 00, Levels C& D $0 50 N. Workers on hazmat projects receive additional hourly premiums as follows -Level A $1 00, Level B $0 75, Level C $0 50,And Level D $0 25 P Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit $2 00,Class B Suit $1 50,Class C Suit S 100.And Class D Suit SO 50 Q The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid R Effective August 31, 2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other nafYic control labor is being utilized A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where duected by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon. Montana, or Idaho These classifications are only effective on or after August 31, 2012 S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotteis shall be posted where shown on approved Traffic Control Plans or where directed by the Engmeei All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho This classification is only effective on or after August 31,2012 T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho This classification is only effective on or after August 31,2012 8 KENT W ASH NGTON Agenda Item: Other Business TO: City Council DATE: June 4, 2013 SUB7ECT: SE 256th Street Improvements (Kent Kangley Road - 116th Ave. SE) - Alternate A - Accept MOTION: Move to award the SE 256th Street Improvements Contract Alternate A to Goodfellow Brothers, Inc.in the amount of $5,208,988.59 authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: Due to the nature of the project, this item will be discussed at Council. The Bid opening for this project was held on May 28, 2013 with 10 bids received. The Engineer's estimate was $5,812,330.76. The Public Works Director recommends awarding this contract. The project consists of widening approximately 3,400 feet of SE 2561h Street from Kent Kangley Road (SR 516) to 1161h Avenue SE, from the existing two lanes to a three-lane roadway; including power undergrounding, curb, gutter, sidewalk, bicycle lanes, street lighting and related water and sewer work. EXHIBITS: Public Works Memo dated 5/28/2013 RECOMMENDED BY: Public Works Director BUDGET IMPACTS: � I ;s REQUEST FOR MAYOR'S SIGNATURE ENT Please Fill in All Applicable Boxes K .o.o. (Re ie ed by Director Originator's Name: Mark Madfai Dept/Div. Engineering/Design xtension: 5521 Date Sent: Date Required: Return to: Nancy Yoshitake CONTRACT TERMINATION D E: 6 orking days VENDOR: Goodfellow Bros., Inc. DATE OF COUNCIL APPROVAL: *See below ATTACH THE COUNCIL MOTION SHEET FOR THE MAYOR - if applicable G 13 Brief Egplanation of Document: The attached construction agreement is with Goodfellow Bros., Inc. for the SE 256th Street Improvements (Kent-Kangley Road - 116th Avenue SE) Project. The project consists of widening approximately 3,400 lineal feet of SE 256th Street from Kent Kangley Road (SR 516) to 116th Avenue SE, from the existing two lanes to a three-lane roadway; including power undergrounding, curb, gutter, sidewalk, bicycle lanes, street lighting and limited water and sewer work. For additional information, see the attached Council motion sheet. *Underground utility trench work shall be completed within one hundred fifty (150) consecutive working days and the Contract to be completed within three hundred (300) working days. All Contracts Must Be Routed Through The Law Department (This area to be completed by the Law Department) Received: P I V E D Approval of Law Dept.: J�N t) i1; : '3 Law Dept. Comments: City at Kent Office of the Mayor Date Forwarded to Mayor: Shaded Areas To Be Completed By Administration Staff Received: )W31O LIO J.N3x 30 uia Recommendations and Comments: coz 9 - N n r Disposition: a3 I90311 Date Returned: I