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Home My WebLink AboutCAG2020-354 - Original - Insituform Technologies, LLC - 2020 Sanitary Sewer CIPP Lining - 11/03/2020ApprovalOriginator:Department: Date Sent:Date Required: Authorized to Sign: o Director or Designee o Mayor Date of Council Approval: Budget Account Number: Budget? o Yes o No Grant? o Yes o No Type:Review/Signatures/RoutingDate Received by City Attorney:Comments: Date Routed to the Mayor’s Office: Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category: Vendor Number:Sub-Category: Project Name: Project Details: Agreement Amount: Start Date: Basis for Selection of Contractor: Termination Date: Local Business? o Yes o No* *If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace. Notice required prior to disclosure? o Yes o No Contract Number: Agreement Routing Form For Approvals, Signatures and Records Management This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20 DATE: October 20, 2020 TO: Kent City Council SUBJECT: 2020 Sanitary Sewer CIPP Lining Project - Award MOTION: Award the 2020 Sanitary Sewer CIPP Lining Project to Insituform Technologies, LLC in the amount of $551,632.40 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Interim Public Works Director. SUMMARY: The project consists of approximately 5,500 linear feet of cured-in-place pipe (CIPP) lining of existing 8, 10, 12, and 15-inch diameter sanitary sewer pipes and the reinstatement of sanitary sewer lateral connections at various locations around the city. The bid opening for the 2020 Sanitary Sewer CIPP Lining Project was held on October 13, 2020 with two bids received. The lowest responsible and responsive bid was submitted by Insituform Technologies, LLC in the amount of $551,632.40. Bid Tab Summary 01. Insituform Technologies, LLC $551,632.40 02. Michels Corporation $624,360.00 Engineer's Estimate $684,822.60 BUDGET IMPACT: Project will be paid with sanitary sewer funds. SUPPORTS STRATEGIC PLAN GOAL: Innovative Government - Delivering outstanding customer service, developing leaders, and fostering innovation. Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and inviting parks and recreation. Sustainable Services - Providing quality services through responsible financial management, economic growth, and partnerships. ATTACHMENTS: 1. 2020 Sanitary Sewer CIPP Lining Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2020 Sanitary Sewer CIPP Lining Project Number: 20-3022 BIDS ACCEPTED UNTIL BID OPENING October 13, 2020 October 13, 2020 11:45 A.M. 12:00 P.M. (Bid submittal time) DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR INDEX Section 1 Bidder’s Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Traffic Control Plans Section 6 Prevailing Wage Rates Section 7 Permits CITY OF KENT KING COUNTY, WASHINGTON RENT SPECIAL PROVISIONS FOR 2020 Sanitary Sewer CIPP Lining Project Number: 20-3022 BIDS ACCEPTED UNTIL BID OPENING October 13, 2020 October 13, 11:45 A.M. 12:00 P.M. (Bid submittal time) DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P. E. PUBLIC WORKS DIRECTOR i 777 ■ R i W A S H I N G T O N 2020 ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration – City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 – Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation Contractor’s Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder’s Checklist Payment and Performance Bond Contract Table of Contents Traffic Control Plans Prevailing Wage Rates Permits INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk’s office through October 13, 2020 up to 11:45 a.m. as shown on the clock on the east wall of the City Clerk’s Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this “Invitation to Bid.” Bids must be delivered and received at the City Clerk’s office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 12:00 p.m. for the City of Kent project named as follows: 2020 Sanitary Sewer CIPP Lining Project Number: 20-3022 The City of Kent will conduct the bid opening at the time and date as scheduled, however, due to the coronavirus disease 2019 (COVID-19) and its impacts the bid opening process will take place as follows: Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The City Clerk will read the bids out loud from the Clerk’s office. Individuals can stand in the lobby outside the Clerk’s office during the bid opening to hear the bid results, but must stand 6 feet or more apart. The project consists of approximately 5,500 LF of cured-in-place pipe (CIPP) lining of existing 8, 10, 12, and 15 Inch diameter sanitary sewer pipes and the reinstatement of sanitary sewer lateral connections. The cured-in-place pipes shall be installed with the inversion method and water curing. The City of Kent has determined the project is essential pursuant to the Governor Inslee issued Proclamation 20-25. Should a contract be executed and this Proclamation or a similar proclamation be in place, specialized plans and protocols must be established and implemented to meet the social distancing and sanitation measures set forth by the United States Department of Labor or the Washington State Department of Health. It is the contractor’s responsibility to implement these measures. The Engineer’s estimated range for this project is approximately $600,000 to $700,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Thomas Leyrer at 253-856- 5562. Bids must be clearly marked “Bid” with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.gov/doing- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5o/o of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. 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. 1t246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 28th day of September,2020. 0 Kimberley A oto, City Cle Published in Daily Journal of Commerce on September 29 and October 6, 202Q. BY: CONTRACTOR COM PLIANCE STATEMENT (President's Executive Order # LL246) This statement relates to a proposed contract with the City of Kent named 2O2O Sanitary Sewer CIpp Lining Project Number: 2O-3O2Z I am the undersigned bidder or prospective contractor. I represent that - 1. I have,X have not, partÍcipated in a previous contract or subcontract subject to the President's Executive Order #LL246 (regarding equal employment opportunity) or a preceding similar Executive order. Insihrfnrm Technolosies. LLC NAME OF BIDDER BY SIGNATU Whittney Schulte. Contracting & Attesting Officer 17988 Edison Avenue. Chesterfield" MO 63005 ADDRESS (Note to Bidders: The information required in this Compliance Statement isinformational only) 2020 CIPP Lining/Leyrer Project Number: 20-3022 1 September 29,2020 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 Cíty deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1,2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By For: Title:Whittnev Schulte. Contractins .{¿ Affestins Officer Date:October 13.2020 2020 CIPP Lining/Leyrer Project Number: 20-3022 2 September 29,2020 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Insihrform I,I,C has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 2O2O Sanitary Sewer CIPP Lining/Project Number: 2O-3O22 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) orthe Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2. Proposal items are numbered in sequence but are non-continuous. 3. Unit prices for all items, all extensions, and total amount of bid must be shown. 4. Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the city for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. QUANTITY ITEM 1006 2-03.5 WSDOT 100 CU YDS Roadway Excavation, Including Haul $14.00 Per CY $1,400.00 Any bids not filled out properly may be considered non-responsive. 2020 CIPP Lining/Leyrer Project Number: 20-3022 5 September 29, 2020 ITEM SECTTONN(t. NO. APPROX. QUANTITY ITEM UNIT TOTAL AMOUNT 1000 L-Og.7 WSDOT 1 LUMP SUM Mobilization g 15,000.00 $ 15,000.00 Per LS 1010 1-07.4(s) KSP 1 LUMP SUM Health and Safety Plan $ 500.00 Per LS $ 500.00 1015 1-07.1s(1) KSP 1 LUMP SUM SPCC Plan $ rosr.oo Per LS $ roar.oo 1355 1 CALC 1-04.4(1) WSDOT Minor Changes *Common price to all bidders $15,000.00* Per CALC $15,000.00 3010 7-23.5 KSP 2,360 LN FT $56.00 Per LF ç 132,160.00CIPP Liner Installation, S Inch Diameter 3011 7-23.5 KSP L,32O LN FT CIPP Liner Installation, 10 Inch Diameter $ ss.oo Per LF $ 69,960.00 3012 7-23.5 KSP 400 LN FT $ 133.00 PeT LF $ 53,200.00CIPP Liner Installation, 12 Inch Diameter 3013 7-23.5 KSP 1 I 2 20 FT CIPP Liner Installation, 15 Inch Diameter $ s0.00 Per LF $ 109,800.00 LN 3015 7-23.5 KSP 50 Relnstate Lateral Connection $ ogg.oo Per EA $ g¿,gso.oo EACH 3020 7-23.5 KSP $soo.oo Per LS $ 5oo.ooI LUMP SUM Odor Control Plan 2020 CIPP Lining/Leyrer Project Number: 20-3022 6 September 28,2O2O ITEM SECTIONNO. NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 3025 7-23.5 KSP $ soo.oo Per LS $ 500.001 LUMP SUM CIPP Repair Plan 3030 7-23.5 KSP $500.00 Per LS $500.001 LUMP SUM CIPP Installation Plan 3035 7-23.5 KSP $500.00 Per LS $ 500.001 LUMP SUM As-Built Records 3040 7-23.5 KSP $ 1621.00 Per LS $ 1621.001 LUMP SUM Tree, Vegetation, and Soil Protection Plan 5005 1-10.5 KSP 300 HOURS Traffic Control Labor $ 87.00 Per HR $ 26,100.00 5015 1-10.5 KSP 150 HOURS Traffic Control Supervisor $ 104.00 Per HR $ 15,600.00 5020 1-10.5 KSP $ 4512.00 Per LS $ 4512.001 LUMP SUM Temporary Traffic Control Devices 7000 8-01.5 KSP 1 FORCE ACCOUNT $15,000.00* Per FA $15,000.00Surface Restoration xCommon price to all bidders 7055 8-01.5 WSDOT 1 FORCE ACCOUNT Eroslon/Water Pol I ution Contro! *Common price to all bidders g5,ooo.0o* 95,000.00 Per FA 2020 CIPP Lin¡ng/Leyrer ProJect Number: 20-3022 Sub Total 10o/o WA State Sales Tax Total 7 501,484.00 50,148.40 551,632.40 September 28,2020 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder:Insituform Technolosies, LLC Project Name:2O2O Sanitarv S¡¡rrrer CT]'P nrno Project Numberr 20-?o22 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 name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, 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: Lt-'V 4Plumbing Subcontractor Name : Electrical Su bcontractor Name : October 13.2020 Signature of er Whittney Schulte, 2020 CIPP Lining/Leyrer Project Number: 20-3022 & Attesting Officer Date 8 September 29,2020 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name Of Bidder. InsituformTechnologies, LLC Project Name:2O2Íl Sanitarw Sewer CIPP Linino Project Number:20-?o22 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 structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, 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 À]-Structural Steel Installation Subcontractor Name: Rebar Installation Subcontractor Name: gnature of Bi Whittney Schulte, 2020 CIPP Lining/Leyrer Project Number: 20-3022 & Attesting Offrcer r October 13.2020 Date 9 September 29,2020 CoNTRACTOR'S QUALIFICATION STATEM ENT (RCW 39.04.35O) THE CTTY WILL REVIEW THE CONTRACTOR'S RESPOA'SES TO THTS FORM TO DETERMTNE WHETHER THE BTDDTNG CONTRACTOR TS RESPONSTBLE TO PERFORM THE CONTRACT WORK. THTS FORM INCLUDES CRITERIA ESTABLTSHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSTBLE BIDDER AND QUALTFIED TO BE AWARDED THTS PUBLTC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRTTERTA ESTABLTSHED BY THE CTTY THAT ARE APPLTCABLE TO THIS PUBLTC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFI'LLY, 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. 2020 CIPP Lining/Leyrer Project Number: 2O-3O22 10 September 29,2020 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 STGfl THIS FORM AS PART OF YOUR BID. FATLURE TO PROPERLY COMPLETE THTS FORM MAY ALSO RESULT IN A DETERMINATTON THAT YOUR BID TS AION-RESPONSTVE AND THEREFORE VOTD. 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: NAME: ADDRESS:17988 Edison Avenue. Chesterfield. MO 63005 PRINCIPAL OFFICE: ADDRESS: Global Headquarters 17988 Edison Avenue, Chesterfield, MO 63005 PHONE: FAX: 636-s30-8000 636-530-8701 STATUTORY REQUIREMENTS - Per state Iaw a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter L8.27 RCW. I.2 Provide your current state unified business identifier number. 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 registrat¡on 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, 1..4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary compan¡es or affiliated companies under majority ownership or under 2020 CIPP Lining/Leyrer 11 September 29,2020 Project Number: 20-3022 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). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA - Established by the City to determine bidder responsibility 2.ORGANIZATION 2.L How many years has your organization been in business as a Contractor? 40 years 2.2 How many years has your organization been in business under its present business name? gyears 2.2.t Under what other or former names has your organization operated? Insituform Technologies,Inc. 2.3 If your organization is a corporation, answer the following: Date of incorporation: March 1980 State of incorporationt Delaware President'S name: Please see attached officer list Vice-president's name(s) : Secretary's name: Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.3.L 2.3.2 2.3.3 2.3.4 2.3.5 2.3.6 2.4.t 2.4.2 2.4.3 Date of organization: Type of partnership (if applicable): Name(s) of general partner(s): N/A 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization:2.5.2 Name of owner: 2020 CIPP Lining/Leyrer t2 Project Number: 20-3022 N/A September 29,2020 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSTNG 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. All fìfty states and where applicable3,2 List jurisdictions in which your organization's partnership or trade name is filed. nlA 4. EXPERIENCE 4.1' List the categories of work that your organization normally performs with its own forces' Cured-in-place pipe infrastructure rehabilitation. 4,2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.L Has your organization ever failed to complete any work awarded to it? No Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five yearsJ yes 4.2.2 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 faíled 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. 4'4.1 State total worth of work in progress and under contract: pleaseseeanached 4,5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: please see anached 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 2020 CIPP Lining/Leyrer Project Number: 20-3022 4.2.3 13 September 29,2020 5. QUALIFTCATTONS 5.1 GENERALQUALTFTCATTONS The Cured-in-Place Pipe (CIPP) Installing Contractor shall have at least five (5) years active experience in CIPP installation. The CIPP Installing Contractor shall have successfully installed at least one million (1,000,000) linear feet of CIPP products in wastewater collection systems. 5.1. I REQUTRED DOCUMENTATTON For each referenced project, submit in a well-organized tabular format the name, address, and telephone number of the owner of the project, the name and location of the project, a brief description of the work, the linear feet of CIPP installed in waste water collection systems, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. 5.2 PRODUCT LICENSE AGREEMENT The Cured-in-Place Pipe (CIPP) Installing Contractor shall have a current license agreement with the product supplier, and a certification confirming that the Contractor's handling and installation procedure is compatible with the CIPP product supplied. 5.2.L REQUTRED DOCUMENTATTON Attach license and certification documentation. Please see attached 5.3 KEY PERSONNEL QUALTFTCATTONS The CIPP Installing Contractor's Field Superintendent shall have a minimum of two (2) years of CIPP installation experience, successfully installed at least 50,000 linear feet of 6-inch to 36-inch diameter CIPP sewer lines, and field experience on a minimum of ten (10) projects that required sewage bypass pump¡ng. At least two (2) CIPP installation crew members shall each have a minimum of two (2) years of CIPP installation experience. The CIPP Installing Contractor's Curing Technician shall be certified and approved as an operator by the CIPP product manufacturer or an independent testing agency. The CIPP Installing Contractor's Lateral Reinstatement Technician shall have a minimum of two (2) years of experience operating the remote cutting equipment during the reinstatement of side sewers (laterals) after CIPP installation. The Lateral Reinstatement Technician shall have reinstated a minimum of five hundred (500) side sewer connections. 2020 CIPP Lining/Leyrer Project Number: 20-3022 L4 September 29,2020 5.3.1 REQUTRED DOCUMENTATTON The Contractor shall provide the City with the names, experience documentation, and certification information of the key personnel listed above to be employed on this project. For each key personnel to be employed on this project, submit in a well- organized tabular format that includes the name, address, and telephone number of the owner of the project, the name and location of the project, a brief description of the work, the applicable key personnel experience on each of the projects listed (e.9. linear feet of cIPP installed, size of CIPP installed, number of reinstated laterals, employee's role, etc.), and the year each project was completed. 6. REFERENCES 6.1 6.2 6.3 Trade References: Bank References: AOC 19991 Seaton Avenue Perris, CA 92570 Bank of America 800 Market Street St, Louis, MO 63101 Vy'ehrman & Company One 8175 Big Bend Blvd. #250 St. Louis, MO 63119 Kosa PO Box 75148 Charlotte, NC 282i Surety: 6.3.1 6.3.2 Name of bonding company: Travelers casualty & Surety company of America Name and address of agent: JWTerill 825 Maryville Centre Drive, Suite 200 Chesterfield, MO 63017 Current Liabilities (e.9., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.9., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 15 September 29,2020 7. FINANCING 2020 CIPP Lining/Leyrer Project Number: 20-3022 7.1 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. 7.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.9., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; will supply upon request Other Assets; 7.I.2 Name and address of firm preparing attached financial statement, and date thereof: 7.L.3 7.L.4 Is the attached financial statement for the identical organization named on page one? If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.9,, parent- subsidiary). 7.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 8. SIGNATURE 8.1 Dated at this 13 day of october ,2020. Name of Organization:Insituform Technologies, LLC By: Title:Contracting &Officer 8.2 Whittnev Sc being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and orn befo 13 day of October 2020.rhi Notary Public: My Commission Expires: 2020 CIPP Lining/Leyrer Project Number: 2O-3O22 2021My 16 September 29,2O2O TNSITUFORM TICHNOLOGIES, LLC PRESIDENT APPOINTMENT OF' CONTRACTING AND ATTESIIT.TG OTTICERS The undersigned, being the President of Insituform Technologies, LLC, a Delaware Limited Liability Company (the "Cornpahy"), and pursuant to the authority set forth in the Limited Liability Company Operating Agreement of the Company, hereby detennines that: L Christla¡da Adki¡s, Gina Guryieri, Janet Hass, Jana Lause, I)iane Partridge, Whittney Schulte, and Ursula Youngblood are appointed as Contracting and Attesting Officers of the Company, each with the authority, individually and in the absence of the ot'hers, subject to the oontrol of the Board of Managers of the Compariy, to: (i) certify and attest to the signature of any offîcer of the Company; (ii) enter into and bind the Cornpany to perfomr pipeline rehabilitation activitios of the Cornpany and all matters related thereto, including the maintenance of one or more offices and facilities of the Cornpany; (iii) execute and to deliver documents orr behalf of the Company; and (iv) take such other action as is or may be necessary and appropriate to carry out the project, activities and work of the ComPanY. Z, Any person pr:eviously appointed or serving as a Contracting and Attesting Officer of the Cornpany prÌor to the date hereof and who is not named above is hereby removcd fi'om anY such aPPointment. Dated: March 6,2020 VÅa€t^W Ralph E, Western President lnsituform Teúnalagies", LLü Shielding the llorld's Infrastructure 17988 Edison Avenue Chesterfield, MO 63005 www.aegion.com Tel: (ó36) 530-8000 Fax: (636) 530-8701 October 13,2020 City of Kent City Hall 220 4th Avenue South Kent, V/A 98032 RE: 2020 Sanitary Sewer CIPP Lining; Project 20-3122 - Contractor's Qualification Statement To whom it may concern: In response to Contractor's Qualification Statement items I.4 and 1.5: Insituform Technologies, LLC (ITD certified the following: 1) ITI is not presently debaned, suspended, proposed for disbarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; 2) Have not within a three-year period preceding this application been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, and; 3) Is not aoowillful" violator as defined in RCV/ 49.48.082, of any provisions of chapters 49.46,49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. Please contact Insituform Technologies, LLC if there are questions regarding the above information. Sincerely Whittney Contracting & Attesting Offrcer Insituform Technologies, LLC Department of Labor and Industries FO Box 4445CI Olympia, WA 98504-445CI 418 INSITUFORM TECFTNOLOGIES LLC 17988 EDISON AVE C}TESTERFTELD MO R{SI.TT}TORM TECHNOLOGMS LLC ,Reg: CC'INSITTL883CW UBI: 60I-880-220 Rogistered as provided by Law as:' Construction Cootractor (cÇg{) :.cENER.{tr, Effçctive Date: 2/ I4l20l2 , Expiiatign Date: 211412022 D[ iÂci ] ulf oit[ t>0:ìI tN(,ì ffiLi$Krç ffis;s ffi_x{:ffiåqsffi sT,4,Tt üt: w\s!-tfi..]{:t ¡{}¡l Limited Liability Company Thi; clocu¡¡:t¡tt lisrs thc rtgil{r;riic:ts,;*rdr:rs*r*c*ls. azt<} lit:.*¡¡*ç:s;¡r¡t}rr:ri;r:¿l f*¡'flr* l¡us!r:*:ss ll'as crrtirplr:f*, trtter, ;*ld ncrl:¡":ll¿r t* 1h* å;¿r:rt *¡f l¡ir ¡.¡;r *:*'li*crvki{¡yl, i:rrri {h*ì i:u:i¡r¿,¡s¡; rvill l.¡¡¡ cc¡r¿la¡ct*tl irr c*ln¡:rlialtec r,vill: alí a¡r¡:lirill¡i,: W¡sl¡illlì{¡:*:;lizlt:, c*tz*}.y,ltili ci!y r*gulaåicns, lssue Date: Sep 28, 2020 Unified Business lD #: 601880220 Business lÐ #: 001 Location: 0001 Expires: Oct31,2021INSITUFORM TECHNOLOGIES, LLC 17988 EDISON AVE CHESTERFIELD, MO 63005-3700 UNEMPLOYMENT INSURANCE - ACTIVE TAX REGISTRATION - ACTIVE INDUSTRIAL INSURANCE - ACTIVE CITY ENDORSEMENTS: BELLINGHAM GENERAL BUSINESS #036044 - ACTIVE MOUNT VERNON GENERAL BUSINESS - NON-RESIDENT - ACTIVE SHELTON GENERAL BUSINESS. NON.RESIDENT #OO5B97O - ACTIVE ANACORTES GENERAL BUSINESS. NON-RESIDENT - ACTIVE DUVALL GENERAL BUSINESS - NON-RESIDENT - ACTIVE ISSAQUAH GENERAL BUSINESS - NON-REStDENT (EXptRES 2t2Bt2O21) - ACTTVE LACEY GENERAL BUSINESS - NON-RESIDENT #21623 - ACTIVE LONGVIEW GENERAL BUSINESS - NON-RESIDENT #373415 - ACTIVE OLYMPIA GENERAL BUSINESS. NON-RESIDENT #22067 - ACTIVE POULSBO GENERAL BUSINESS - NON.RESIDENT - ACTIVE RICHLAND GENERAL BUSINESS. NON-RESIDENT #FO3OOO - ACTIVE SEDRO WOOLLEY GENERAL BUSINESS - NON-RESIDENT #222313 - ACTIVE SUMNER GENERAL BUSINESS - NON-RESIDENT. ACTIVE SPOKANE GENERAL BUSINESS - NON-RESIDENT. ACTIVE FEDERAL WAY GENERAL BUSINESS . NON-RESIDENT #16-104767-OO.BL - ACTIVE YAKIMA GENERAL BUSINESS - NON-RESTDENT #8K190041 (EXptRES 12t31t2020) - ACTTVE LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit Ilirt11*r, []f p;1r{r*{.*l r¡l }ì<'r,cn¡n: $'iÅTiì *F WÅåt-l$¡çT*ft UBI:601880220 001 0001 INSITUFORM TECHNOLOGIES 179B8 EDISON AVE .t: LLC UNEMPLOYMENT INSURANCE - ACTIVE INDUSÏRIAL INSURANCE - ACTIVE TAX REGISTRATION - ACTIVE BELLINGHAM GENERAL BUSINESS #036044 - ACITVE MOUNT VERNON GENERAL BUSINESS - NON-RESIDENT - CHESTERFIELD, MO 63005-3700 Expires: Oct 31 ,2021 DËlACt'' Bl¡:ntu POs ¡ rN(i ffiLISXruËSS T-XCËruSffi SÏATI ÛF w^sHtN{ìïON lssue Date: Sep 28, 2020 Unified Business lD #: 601880220 Business lD #: 001 Location: 0001 Expires: Oct 31 ,2021 Limited Liability Company INSITUFORM TECHNOLOGIES, LLC 17988 EDISON AVE CHESTERFIELD, MO 63005-3700 Tiris docunrent lisls the regislrations, eutlcrsrnlrnls, al¡¡l licelrscs a*lhalizerl {ar tl¡e l¡r¡s!ness nalned above, f!y acceptinS, tllis docu*rettl; {he lir:cnçcc c¡:lrtifies fhe infsnllaTkNr cn fhc a¡iplicaficn was conrplcte, trtle, i:lrld a{:cilrale lr¡ th* Lrest ¿¡f iris s:r her hnor,vki}i;c. irnt! {hat b¿¡sir}<}ee wi¡l bc condtlctecl in cr:rmplianr* with all a¡i¡rlic*bl* Washi*gtou sta*e, cc*rrty, arrd cily reg*lations.1)írct-ltr, []c¡rarlrnrnl of Revrnur: STJITË Û}: 1ÂIÅ$ H¡SIÛTÕ¡I j UBI:601880220 001 0001 INSITUFORM TECHNOLOGIES 17988 EDISON AVË LLE l'. it UNEMPLOYMENT INSURANCE - ACTIVE INDUSTRIAL INSURANCE - ACTIVE TAX REGISTRATION . ACTIVE BELLINGHAM GENERAL BUSINESS #036044 - ACTTVE MOUNT VERNON GENERAL BUSINESS . NON-RESIDENT . CHESTERF¡ELD, MO 63005.3700 Expires: Oct 31 ,2021 lnsitufont Technalogios,1.i.0 rs a suttsidiztry o[ Aqliaü Côrpotatiotl Insituform INSITUFORM TECHNOLOGIES, LLC Boann or MIN¡cERS AND Orrrcrns (Current as of February 1,2020) Business Address for Officers and Board of Managers: 17988 Edison Avenue Chesterfield, MO 63005 Bq.¿,no pr lv[¿x¿enns Chørles R. Gordon Member , Board of Managers Døvid F. Morrís Board of Managers Oprrcnns Name Office Ralph E. Western President David F. Moris - Executive Vice President Mark A. Menghini - Senior Vice President and Secretary Kenneth L. Young - Senior Vice President, Treasury and Tax John L. Heggemann Senior Vice President Stephen Callahan - Senior Vice President Kent W. Bartholomew _ Vice President, Deputy General Counsel and Assistant Secretary Dennis Pivin - Vice President - Safety Larry Mangels - Vice President, Operational Controller Co¡vrn¿cruwe ¿xn ArrøsnNe Orrucøns Christlanda Adkins Gina Gurrieri Janet Hass Jana Lause Diane Partridge Whittney Schulte Ursula Youngblood Insituform lYarklv'kle Ì,ipe\ine Rehabllltation 17988 Mclis<¡r ¡$cnt¡c Clìcsrerfidd, l\f() 63005 rvn's,.re¡4ion,c<ltn l\lork Àf. lhvrzzr Scnior C<¡unsel l)hone: 63ó-530-8794lhx: (r3(r-89t1-5158 l.{-rnnil: mfavnzza@nel1irxr,com Technnlagiçç; LLû January 7,2020 LËTTEIT FOR RECORD To Whonr It À,{ay Cc¡ncern: Insitufonn Technologies, LLC ('IT') is a subsidiaty Õf r\egion Cotporation ('Aegion') a $1 billion re\¡enue, international, publicly í:aded (IJr.{SD¡.Q-listcd) oompâny. Resulatorv lVlattersæ IT's actir.ities âre regulated by several fecletai, state nnd local agencies tol.ar¡,ing clegrees, such as the SEC, N¡\SDr\Q, DOT ancl state contrâctot licensing boards. Because of the size of IT, one or more regulatory agencies may be aucliting or investjgating aspects of I'I's business at aûy given time, including OSHÀ and DOT. IT is not engaged in any pending state conüâctor licensing inr.estigations ot controvemies. Liabilities, Liens and Judgments IT's liabilities âre disclosed in its or Âcgion's f¡rancial srâtements as r:equired by GÀÂP and SEC *egulations. I'f may occasionalll, har.e yalid bills paid later than normal cledit te¡rns and improper bills that arc protested. There âre no outstanding, unsatisfied liens (rvhich are not being protested) or judgments against IT. I-arvsuits At any given time, in the ordinary conrse of l:usiness, IT is involvecl irr r'¿rious civil claims ancl suits relating to vehicle acciclents, ofher property clamâge or personal injuly lnâtters, cornmercial clisputes $ncluding subcontractor disputes and customer pa),rnent disputes), cnrployee litigation and other mâtters. r\egion is requirecl to reporf material litigation invoh'ing I'l'in its SIìC filiugs. Very tr:u\' yorus, INSITUFORÀ,I TECHNOLOGTES, LLC lnu¿¡"rÃþ--*- Ivlark IvI. Fatazza Seniot Counsel By, @ Insituîorm' Technologies, LLC 17988 Edison Chesterfield, MO 63005 Tel: 636-530-8000 Fax: 636-530-8744 www.insituform.com CERTIFICATE OF COMPLIANCE .lanuary 24,2020 To'Whom itMay Conçern This lotter certifies that Insituform tubes ¿rre manufactured in Batesvillc, Mississippi, USA, by lnsituform Technologies, LLC ancl tneet all relevant specilications fbr a cured-in-place pipe product: ASTM D 5813, ASTM F l276,ancl ASTM F 1743. lnsituform tubes havo been manufactured in the USA since 1981. The finished tube is manufactured using multiple layers of polyester felt, with one layer co¿rted with Polypropylene plastic. The lnyers are out/slit to the clesired width anct sewrr concentrically to form the final tube. The coate¡l layer is also sealed at the seam, using an extlusion or taping process. The extrusion process is usecl on the standarcl (inverted) tubes, and the taping process is usecl on the pull-in tubes (also known as ILS or iPlus Infusion). The standard (inveúed) tubes arc manut'actured with the coated layer on the or.ttsicle, and the pull-in tutres iu:e manuf'actured with the coatecl layer on the insicle. Aflel wet out, the pull-in tubes are placed in a plastic wrap to contain the resin. Felt production is achievecl by a non-woven needle punch process using Polyester fiber. The finished product is tested for thickness uncler a specifieci load ancl for tensilc strength in accordance with AS'|M D 58 I 3. 1'he fabric tube has a rninimum tensile strength of 750 psi (5 MPa) in both the longiturdinal and the transverse direction. Thc sr:am strength of the tube is also tostecl on a regular basis ancl also meets or exceecls the minimum tensile strength of 750 psi (5 MPa) in both longituclinal and transverse direction. For Quality Assurance purposes, the material is also testecl fbr weight and thickness. All standard (inverted) tubes are run through a dye bath prior to shiprnent to ensure there are no leaks. Following the inspecti<)n process ¿rll tubes (oxcept lnsituMain, which are usecl in water lines) are printecl with yard marks, All tubes with tapers, transitions, or any change in tutre diametsr or thic.krress are prodr.rced under the sarne specifications, with the sarne materials, and meet the same ruaterial testing requirernents as the standard tube. 'l'he quality system usecl by Insituf'orm 'lìechnologies, LLC is ISO 9001:2015 certified. 'll,<: entl use of the Insituform tube is to rehabilitate sewer and clrainage pipes to inorease tht: life o{'the pipe and prevent a dig and replacement oI'a pipe. Please contact us directly with any questions you may have. Sincerely, INSITTJFORM TECHNOLOGIES, LLC Eugene Zaltsman Sr. Applications Engineer Insitufip¡rm' Åa Aegiu* üt:tnpariy February 6,2Q20 RE: lnstaller Certification To Whom lt May Concern: Please be advised that lnsituform Technologies, LLC is vertically integrated pipeline Rehabilitation Company. As such, lnsituform is not only the manufacturer of the cured- in-place pipeline rehabilitation system of the same name, but also offers the benefits of the full research and development department, engineers on staff for design of products to suit each individual situation, and regional contracting offices that perform allfield services including installation. This letter shall serve to certify that lnsituform Technologies, LLC is authorized to install lnsituform products supplied by lnsituform Technologies, LLC. Sincerely, Insituform Technologies, LLG 17988 Edison Avenue Chesterfield, MO 63005 Tel: 636.530.8000 Fax: 636.530.8744 www.insituform.com INSITUFORM TECHNOLOGIES, LLC Digitally signed EUOene by Eusene J ¿afISman Za ltS m a'i1 Date, zozo.oz.oo Eugene Zaltsman Sr. Applications Engineer Tethnologies, LLC Ma n ufactu re r/Gontractor Expe rie nce INSITUFORM OREGON OFFICE hsftúqm Technologies; LLC lnsilllform Technologies, LLC is a subsidiary of Aeg¡ot1 Corporat¡on hsituform Technologies, LLC 17988 EdisonAvenue Chesterfield, MO 63005 Tel:636.530 8000 FaxS36.5308744 www .ibilform.com August22,2020 RE: lnstaller Certification Ladies and/or Gentlemen Please be advised that lnsituform Technologies, LLC b vertically htegrated pþelhe rehabilitation company. As such, lnsituform is not only the manufacturer of the cured-in- place ¡þeline rehabilitation system of the same name, but also offers the benefits of the full research and development department, engineers onstaff for design of products to suit each individual situation, and regional contracting offices that perform all field services including installation. This þtter shall serve to certiff that lnsituform Technologies, LLC is authorized to install lnsituform products supplied by hsituform Technologies, LLG Sincerely, NSTUFORM TECHNOLOGIES, LLC Zaltsman ications @ I¡rg¡ituform' lnsituform Technologieg, LLG 17988 Edieon Avenue Chesterfield, MO 63005 Tel: 636.530.8000 Fax 636.530.87¡14 lr¡ww.insituform.comAn Aegion Company Grew Experience Abridged lnsituform installed footage and project summar¡es are attached for completed projects of similar size. lnsituform is both the CIPP product manufacturer and product installer. Crew Experience: 1. Ronny Tidwell- Superintendent (PACP Certified) - 17.5 years at lnsituform 2. Adam Glary - Foreman/Cutter Ops (PACP Certified) - 11 years at lnsituform 3. Cody Debusk-Boiler Operator - 2.5 years 4. Jamie Guteirez - Jetter Operator - 2.5 years at lnsituform 5. Hayden Thompson - CCTV Operator - 1 years at lnsituform 6. Russell Cockran- Laborer - 7 months at lnsituform * SAIIE CREW AS KENT 2OI9 PROJECT 2 @ l¡pituform Technalogies', LLÊ Project Manager Field Engineer General Superintendent Superintendent Foreman 19165 SW l19t'St. Tualatin, OR 97062 l,r^rmr. ins¡tufom.com Mike Monis Andy Thompson EarlSmith Ronny Tidwell Adam Clary Ins¡tuform Technolog¡es, LLC rs a subsrdrary of Aegion Corporation Name: AndyThompson Fax: Title: Field Engineer Email athomoson@aeqion.com Phone: 503 488 9340 971.645.9779 503.488.9340 503.307.8878 808.342.4162 503.576.0157 City of Kent WA 2020 Saniøry Sewer CIPP Lining Project No. 20-3122 To Whom It May Concern: This letter certifies that Insituform Technologies, Inc, is both the manufacturer and installer of the Insituform product. Each of Insituform's superintendents, foremen and installers, go through extensive in-house training programs to provide supervisory and installation services on all the Insituform projects, and are authorized to install such products. Below are the individuals we anticipate will perform the work for the above referenced project. Please contact us directly with any questions you may have. Sincerely, lnsituform Technologies, lnc. Report 1 Actral L¡rìear P Shot I P ShotProject Actuals Year JDE Company Code {JDE) Project Nanre 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 2017 00202 00202 oo202 00202 00202 00202 00202 00202 00202 04202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 ADVANCED EXCAVATINGLONGVIEW WA ELLENSBURG, WA 2O17.AO ELLENSBURG, WA 2017.O40 FEÐERAL WAY,WA RFB1GOOT FEDERAL WAY,WA RFBIÈol 1 INTERWEST CONST INC MOORE EXCAVMEI,PORTIAND OR MOORE EXCAVMEI,PORTLAND OR MOORE EXCAVMEI,PORTLAND OR MOORE EXCAVMEI,PORTLAND OR MOORE EXCAVMEI,PORTLAND OR MOORE EXCAVMEI,PORÏLAND OR MOORE EXCAVMEI,PORTLAND OR MOORE EXCAVMEI,PORTLAND OR PORT OF SEATTLE, WA.UOOOsO SEATÏLE, WA -2014 -REBID SEATTLE, WA -2O14.REBID SEATTLE, WA -2014 -REBID SEATTLE, WA.2OI4 -RE8ID SEATTLE, WA.2Of 4.RÉBID SEATTLE, WA -20I4 -REBID ÏACOMA,WA 2017G, ÏACOMA,WA 2OI7G, TACOMA,WA 2017G, 320 CIPP - Standa 2404 CIPP-AirlnvÉ ,146 CIPP-A¡rlnvr 0 CIPP - A¡r lnv€ 63 CIPP-Airlnve '16¡18 CIPP - Ær lnvc 2022 CIPP-Airlnv€ 4073 CIPP-Airlnv€ 361 CIPP-A¡rlnvc 284 CIPP - A¡r lnv€ l7l5 CIPP - A¡r lnv( 7'13 CIPP-Airlnv( 261 CIPP-A¡rlnve 2874 CtPP-tLS 86 CIPP-Airlnvc 143 CIPP - Air lnv( 127 CIPP - Air lnv( 381 CIPP-Airlnv( 420 CIPP-|LS 5453 C|PP-ILS 68 CIPP-ILS 8407 CIPP - Air lnv( 1056 CIPP - Air lnv€ 4084 CIPP-Ærlnv€ 12 I 12 t8 12 12 I 10 12 14 15 18 30 I 24 10 12 24 6 I l0 I 10 12 2017 2017 ?017 2017 2017 2017 2017 2017 2018 20'18 2018 2018 2018 2018 2018 2018 2018 2018 2018 20't8 2018 2018 2018 2018 2018 2018 2018 2018 oo202 oo202 00202 oo202 00202 00202 00202 00202 00172 00172 00172 00202 00202 00202 00202 00202 00202 oo202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00242 TACOMA,WA 2017G, TACOMA,WA 2OI7G, VANCOUVER, WABID IÊ24 VANCOUVER, WABID IÊ24 VANCOUVER, WA BID 16,24 WESÏ LINN OR,2017,PW.16.06 vr/EST LINN OR,2017,Pì^F1m6 \ /EST L|NN OR,20t7,PW-lË06 COEUR DALENE ID,2OI8 PROJECT COEUR DALENE ID,2O18 PROJECT COEUR DALENE ID,2O18 PROJECT BEND, OR ISPIR BEND, OR lSPIR EUGENE, OR - 5O5O FABER CONSTRUCTION, BELLINGHAM FABER CONSTRUCTION, BELLINGHAM FABER CONSTRUCTION, BELLINGHAM FLOW TECHNOLOGIES,SEATTLE WA INTERìA'EST CONST INC MOUNT VERNON WA,PJSS.2OI &OO3 NEWBERG, OR 70630I NEWBERG, OR 70ô301 PORT OF SEATTLE,WA"TIS PHASE I PORT OF SEATTLE,WA.TIS PHASE 1 REEDSPORT, OR 20I8/20I9 FY REEDSPORT, OR 2018/2019 FY REEDSPORT, OR 20l8NO19 FY ROGUE VALLEY SEì/VER SVCS,FY2OIE 621 CIPP-Ærlnv€ 590 CIPP - Air Invr '1666 CIPP - A¡r lnv€ 428 CIPP - Alr lnv( 216 CIPP - Air lnve 4904 CIPP - Air lnv( 194 CIPP - A¡r lnv€ 28r25 CtPP-tLS 1332 CIPP - Ær lnv( 560 CIPP - Air lnv€ 432 CIPP - Standa 2090 CIPP - Air lnvr 3111 CIPP-A¡rlnvc 230 CIPP - Air lnvc 246 CIPP - A¡r lnv( 189 CIPP - Air lnv€ 424 CIPP - A¡r lnvr 107 CIPP - A¡r lnv( 26ã CIPP - Ær lnv€ 3875 CIPP-A¡rlnv€ 4644 CtPP-ILS 315 C|PP-ILS 94 CIPP-Ærlnvc 42 CIPP - Ær lnve ô42 CIPP - Ær lnv€ 884 CIPP-A¡rlnv€ 110 CIPP-Airlnv€ 1631 CIPP-A¡rlnv( 15 30 I l0 12 10 14 I t0 30 30 36 42 r5 I l0 12 10 12 I I 86 27 30 0 12 t8 I 2018 2018 2018 2018 2018 2018 2018 2014 2018 2018 2018 2018 2018 2018 2018 2018 2018 2018 2018 2018 2018 2015 2019 2019 2019 2019 2019 2019 04202 00202 00202 00202 00202 00202 00202 00202 00202 90202 00202 oo202 00202 00202 00202 00202 00202 oo202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 ROGUE VALLEY SEVVER SVCS,FYzOl8 ROGUE VALLEY SEWER SVCS,FY2OI8 SEATTLE, WA-201Ê116 SEATTLE, WA -20I6.1 I6 SEATTLE, WA.2O1G,,I16 SEATTLE, WA.2O1&1I6 SEATTLE, WA -20,IÈ1 I6 SEDRG.WOOLLEY, WA 201 7.PìiV-1 6 SEDRG'WOOLLEY, WA 2OI7.PW.I 6 SEDRO.WOOLLEY, WA 2OI7-PW-16 SEDRG,WOOLLEY, WA 20I7-Pì/VLI6 TAPANI INC, WNLOCKWA TAPANI INC, WNLOCKWA TAPANI INC, VVINLOCK WA TAPANI INC, WNLOCK WA TIGARD, OR - PACIFIC HIA/Y TRENCH LINE EXCAVATING TRENCH LINE EXCAVATING TRENCH LINE EXCAVATING TRENCH LINE EXCAVATING TRENCH LINE EXCAVATING BRINOERSON, LLC - SHELL OIL EUGENE,OR. JOB6015 KENT WA, 2019 PROJI&30I2 MEDFORD OR, 2OI9 PROJECT MEDFORD OR, 2019 PROJECT MEDFORD OR, 2OI9 PROJECT MEDFORD OR, 2019 PROJECÏ 1319 CIPP - Ær lnv€ 1768 CIPP-Airlnv( -379 CIPP-A¡rlnv( 3387 CIPP-A¡rlnv€ 2984 CIPP-A¡rlnv( 553 CIPP - A¡r lnv( 29081 CIPP-|LS 1397 CIPP - Air lnv€ 9261 CIPP-Airlnvc 297 CIPP - Ær lnvc 0 CIPP - Air lnv€ 2573 CIPP - Air lnv€ 2387 CIPP-Airlnv. 223 CtPP-tLS 638 C|PP-|LS 3539 CIPP - A¡r lnv( 20ll CIPP-A¡rlnvc 769 CIPP - Ær lnv€ 595 CIPP - Ær lnvc 376 CIPP - Ær lnvc 1419 C|PP-|LS 175 CIPP-Airlnv€ 331 CIPP-A¡rlnvÉ I 1886 CIPP - Standa 10367 CIPP-Ærlnv€ 2407 CIPP-Airlnv€ f598 CIPP-Ærlnv€ 798 CIPP - A¡r lnv€ 10 12 6 I 10 12 I 6 I 15 l8 6 I 6 I I 12 15 18 21 I 21 I I I 10 12 15 2019 2019 2019 2019 2019 2019 2019 2019 2019 2019 2019 2019 2019 2019 2015 20'19 2019 2019 2019 2019 2019 2019 2015 2019 2019 20f9 2019 2019 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 oo202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 MEDFORD OR, 20I9 PROJECT MEDFORD OR, 20I9 PROJECT MEDFORD OR, 2019 PROJECT MEDFORD OR, 2019 PROJECT MEDFORD OR, 2OI9 PROJECT MOUNT VERNON WA,PJSS.2OI&OO3 MOUNT VERNON WA,PJSS.zOI&OO3 MOUNT VERNON WA,PJS$201&OO3 MOUNT VERNON WA,PJSS-2o1 &OO3 MOUNT VERNON WA,PJSS-2o1 &OO3 MOUNT VERNON WA,PJSS-2ol&OO3 MOUNT VERNON, WA 5$201947 MOUNT VERNON, WA 59'2019.07 MOUNT VERNON, WA 5$2019.07 MOUNT VERNON, WA 5$'2019.O7 MOUNT VERNON, WA 5s-20,!9-O7 MOUNT VERNON, WA 592019-07 MOUNT VERNON, WA S$20I9.07 OLYMPIA, WA, PROJ 1689Q OLYMPIA, WA, PROJ 1689Q OLYMPIA. WA, PROJ 1689Q OLYMPIA, WA, PROJ 1689Q OLYMPIA, WA, PROJ I689Q OLYMPIA, WA, PROJ 1ô89Q POULSBO, WA CNzOl$,03 RICHLAND WA,BASIN B,CTI9.OO55 RICHLAND WA,BASIN B,CT'9.0055 RICHLAND WA,BASIN B.CT19-0055 3478 C|PP-|LS 13¡14 CIPP - Standâ 325 CIPP - Standa 325 CIPP - Standa 325 CIPP - Standa 120 ô60 CIPP-Ærlnv€ 2'l5l CIPP - Air lnvc 385 CIPP - A¡r lnvc 727 CIPP - Air lnvÉ 150 CIPP - Stânda 406 CIPP - Air lnv€ 1316 CIPP - A¡r lnvr 1316 C¡PP-ÆrlnvÉ 142 CIPP-Ærlnv( 909 CIPP - Ær lnv€ 1297 CtPP-lLS 330 CIPP - Standa 2898 CIPP - Air lnvt 3256 CIPP - Air lnv( 323 CIPP - Ær lnvÉ 1211 CIPP-Airlnvc '16 CIPP - Ær lnv€ 190 CIPP - Standa 1910 CIPP - A¡r lnvÉ 4583 CIPP - Air lnv€ 10897 CIPP - A¡r lnv( 685 CIPP - Air lnv€ 6 I 12 18 24 I I 10 12 l5 18 I 15 24 30 36 I 12 0 I t0 15 22 24 I 6 I 10 2019 2019 20t9 2019 2019 20't9 2019 2019 2019 2019 2019 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00172 00172 04172 00172 00172 00172 00172 00172 00172 00172 00172 o0172 00172 oo't72 00172 00202 04202 ROGUE VALLEY SEWÊR SVCS,FY2O19 ROSEBURG, OR -2019 ROSEBURG, OR-2019 ROSEBURG, OR.2OI9 ROSEBURG, OR.2O19 ROSEBURG, OR -2019 ROTSCHY INC. KENNEWCK, WA SEATTLE, WA.2O1GI 16 SEATTLE, WA -20161 16 SEATTLE, WA.2OIÈ1 I6 SEATTLE, WA -201G1 1ô BECKCONST EXCAVATION BECKCONST EXCAVATION DRC CONSTR,MOUNÏAIN HOME AFB DRC CONSTR,i'OUNTAIN HOME AFB DRC CONSTR,MOUNTAN HOME AFB JR SIMPLOT CO, POCATELLO,ID JR S¡MPLOT CO, POCATELLO,ID JR SIMPLOT CO, POCATELLO,ID JR SIMPLOT CO, POCATELLO,ID MIDVALLEY IMPRVDIST.2O2O MIDVALLEY IMPRVDIST-2020 MIDVALLEY IMPRVDIST.202O MIDVALLEY IMPRVDIST-2020 SALT LAKE CITY CORP 513505306 SALT LAKE CITY CORP 525002760 ALBAiIY, OR - SSl905 A EUGENE,OR- JOB9OO1O7 341 CIPP-Ærlnv( 575 CIPP - Air lnvc 257 CIPP - A¡r lnv€ 245 CIPP - Air lnvÉ 988 CIPP - Air lnv6 1791 CIPP - A¡r lnvr 3161 CIPP-Ærlnvc 875 CIPP - Air lnvc 3766 CIPP - Alr lnv€ 1746 CIPP-Airlnv6 355 CIPP-Ærlnw 126 CIPP - A¡r lnv€ 1179 CIPP-A¡rlnvc 859 CIPP - A¡r lnvc 89 CIPP - Ær lnvc ¡t69 CIPP - A¡r lnv€ 0 CIPP - A¡r lnv€ 0 CIPP - Ær lnv€ 138 CIPP-Airlnv€ 156 CIPP-Ærlnv€ 2063 CIPP - Air lnve 1860 CIPP - Air lnvc 1200 CIPP-Airlnvc 1609f CIPP-ILS 596 lnsitumâin 530 CIPP - Air lnvc 900 CIPP - Ær lnv( 4733 CIPP-Airlnvt 12 24 27 30 42 48 24 o I 10 30 6 I I l5 24 6 12 15 18 I 10 12 I 48 I 30 I 2020 2020 ?020 2020 2020 2020 2020 2020 2020 2020 20zo 2020 2020 2020 2020 2020 2020 2020 2020 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 00202 oo202 00202 00202 00202 00202 00202 00202 00202 EUGENE,OR- JOB9OO1O7 EUGENE, OR - JOB 9OOIO7 FEDERAL WAY,WA RFBI9,OlO FEDERAL WAY,WA RFBI$OIO ISSAQUAH, WA. SE\A/R 2OOO2 ISSAQUAH, WA. SEWR 2OOO2 LANDIS LANDIS, PORÏLAND, OR LANDIS IANDIS, PORTLAND, OR LANDIS IANDIS, PORTLAND, OR MEDFORD OR, 2O2O PROJECT MEDFORD OR, 2O2O PROJECT MEDFORD OR, 2O2O PROJECT MEDFORD OR, 2O2O PROJECT MEDFORD OR, 2O2O PROJECÏ MEDFORD OR, 2O2O PROJECT MEDFORD OR, 2O2O PROJECT SOUTH SUBURBAN SANI DIST SOUTH SUBURBAN SANI DIST SOUTH SUBURBAN SANI DIST 3544 CIPP-Airlnv( 823 CIPP - A¡r lnv( 739 CIPP - A¡r ¡nv€ 230 CIPP-Ærlnvc 15155 CIPP - Air lnvt 264 CIPP - Alr lnve 4924 CIPP - A¡r lnvr 652 CIPP - Air lnvc 555 CIPP-Airlnv( 1740 CIPP - Air lnv6 '13246 CIPP-A¡rlnv( 2106 CIPP - Ær lnvr 2373 CIPP-A¡rlnv( lg03 CIPP - Air lnv€ 1521 CIPP - Air lnvc 541 CIPP-Standa 1690 CIPP-Ærlnv€ 86 CIPP-A¡rlnv( 678 CIPP - Standa 10 12 12 l8 I 10 I 12 15 6 I 10 12 f5 24 15 I 1ô 15 tr6n'N l-"ç! Unlt Number RFR2OOl TTR1806 BTK55O8 4C1065 FBR5617 PTK5963 ACR7098 FBK734O JTK7435 wK8526 UTR1110 JTK5551 AC1064 RFMOl3 FBK7338 DGR7368 TVK7303 BTK7413 PTK8627 PTK7483 Buslness Unit 9L67 9167 9L67 9L67 9L67 9L67 9t67 9167 9t67 9t67 9L67 9t67 9t67 9t67 9L67 9L67 9167 9t67 9167 9L67 location 2050 2050 2050 2050 2050 2050 2050 2050 20s0 2050 2050 2050 20s0 20s0 20s0 2050 2050 2050 2050 2050 Crew þader Flrct Name FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO FERNANDO RICARDO RICARDO RICARDO RICARDO RICARDO RICARDO RICARDO RICARDO RICARDO CIAYTON Crew leader Last Name AVITA AVITA AVILA AVILA AVI[A AVITA AVILA AVII.A AVITA AVII.A BRISENO BRISENO BRISENO BRISENO BRISENO BRISENO BRISENO BRISENO BRISENO EDDLEMAN Description REEFER TRL WELTS CARGO OO TOOLTRAILER WC 99 BOILER TK C 150 HP INT 75OO 05 INVERTER AIR CHIP I 05 TRAILER UTILIW FI.ATBED 99 PICKUP DODGE 25OO 4X4 08 AIR COMPRESSOR 375 CFM IR 08 FI.ATBED FORD F55O 4X2TO JETTER TRK INÏ ¿T4OO 11 TV TRK VI MERCEDES SPRINTER 13 TRAILER AIM OO JETTER TRK INT 75OO 05 INVERTER AIR CHIP I 05 INVERTER RFM AIR 06 FTATBED FORD F55O 4X2 10 TRATLER DGA| 48" w#255880 09 WTRK Vt 1NT43004X2 10 BOILER TK C 150 LN INT 75OO 11 PICKUP FORD F25O CC4X4GT2 PICKUP FORD F25O 4X4 XLT 11 Cat 8 FCA FCA FCA tcA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA FCA @rm*umm'111Last Refresh Date: 10-02-2020:'r,¡ii:l¿ru )n:;ed; a.d Treîc Sa):t'ciÁei,3. .n:. LitJu:.1 (.,:z4C l-s3. J:s:c:-r;raiir.!ì ¿1ì i;s.¡asJrc S:tial:i :::.;,,i''?aContract Qualification Active Projects (2013 - Present ) - Parameter Summary10-02-202000202Üp,M"e Uvn'n'f,,ot ¡ob 3u*, a)wÀ çþsn*$:'Q¡Month Ending DateOwner StateJDE Company CodeProjeci Material FamílyProject NumberReportingRegionRole @*rnruurunn"Faarpiì{:läry" picre{v ât,j l-rejû S$ciei 3i /ieçiô:, lrrO. Uûãï:¡ìc.i¿rìj l-:so, ılsse:ii?:al¡ajl âi.t i}ìsi!rsir.e S:ricl.v :iJJì,;,:ac.Contract Qualification Active Projects (2013 - Present ) - Summaryæ3Plu-:7,94897,O2942,8794736521,5U33722r6,36217,646332140,7136521,8912216,69233000777787618,522863,2533,2533,1147,O298,1943,8351,4641 87,60100OrO,3,1147,O29240,3812,O't210,2063,8351,464000473380o 3,627111Last Refresh Date: 10-02-20205,084380013,412Total @l*ffi*'-"'-'lln itii"la;i i}iciËi:j âiì+ l-r:rí? S$Òici oi hoe ilii, i!a. lìåJiiìcr ¿*j Is?. t;ss¿ ïl:ìíì1:5¡ì âìi l-lisa¡:s!fe l-ìitl:1./ ria'-.i¡iiiûcContract Qualification Active Projects (2013 - Present ) - Detail1t9Last Refresh Date: 10-02-2020ProjectStalusProject JDËJob NumberContråct AnlountRoleDescri202080PrimeStarlink Logistics, lnc6200 NW Street Helens RoadMultnomahSTARLTNK LOG|ST|CS I OUTFALL 228 |RAM PROJECT17-2009JA 100h $2,274,201.00E: 0'226522109226522109, Stalinr Losislic_-sl lnc6200 NW Street Helens: MultnomahPortland OR 9720'lRoad+1 206 12'12Bid DateAISTotalTôtâlCustomerOwnerProjeclStatusJob NumberProject JÐËProject ÐescriptionOriginal Contract AmountRole202266PrimeMorris, James MichaelSeattle Public Utilit¡es-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 981243861834SEATTLE, WA -2016-fi6 | 2016 SWR LIN|NG CONT. #110-04-2017JA 5% $3,285,521.63 +CO's01,423Gili 1g:v:s:1,1802434,67729,680337359473473038,830Seattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124, +1 206 386183415,469I':30,260 ,05,0290561O 359' :- l0, 46,202ManagerBìd DafeCustomerOwne¡Project JDEJob NumberOrigìnal Contract AmountRÕlePrô.iectStatusProject202271SubMorris, James MichaelFLOW TECHNOLOGTES,SEATTLE WA | 2017 SEWER OBSTRUCTTON LtNtNG1147-2017108JA 5% $58,141.00E, 9'10877770Bid DateSTDTotalTotalCustomerOwnerFlow Technologies-Tualat¡n,ORseatfle Public utilities-seatfle,wA10877185 @rn*rnrfurrn.8215 SW Tualatin Sherwood RDWashingtonTualatin OR 97062+1 4681400700 Fifth AvenueSu¡te 4900KingSeattle WA 98124+1 206 38618342t9Last Refrsh Date: 10-02-2020CustomerOwnerProlect JDËJob Numberi ProjectContracl AmountRoleStatus202274SubJames MichaelPivetta Brothers Construction-Sumner,WACiÇ of Shelton, WAPIVETTA BROTHERS CONS..SHELTON I BASTN 3 SEW.REHAB pJ.,2018-00603-01-201 IJA 5o/o$228,37O.00+C@1H' 67',2,90100I 812 Pease AvenuePierceSumner WA 98390: +1 253 86278901000 W Pine StreetMasonShelton WA 98584-0900+1 360 426644Bid Date2,901 ì2,57902,901Custome¡OwnerProject JÐEProjectSlatusJob NumberProject DescriptionOriginal Contract AmountRole202287PrimeJames M¡chaelCiÇ of Eugene,OR2¿14 E BroadwayLane' Eugene ORg7401-2727| +1 541 6825241EUGENE, OR- JOB#6015 | ROOSEVELT/HWY99-#2019-00006:12-04-20'18244 ÊBroadwayLaneEugene OR 97401-2727+1 54'l 68252417,0701,26',12,14410,0411,261827JA 50/o $521,482.505SZ827332H: 1730Project ManagerBid Date8,663SRSTD Total15ïoTalCuslomerOwnerPrÕject JDÊJôb NumberProjectStatusnal Contract AmountRoleDescription202294PrimeMOUNT VERNON, WA #SS-201 9-07 | 2019 SAN| & STORM #SS 2019-007JA 5% $699,406.77 (C|PP)Kt431,703330 :,2,3383301,643Project MânagerB¡d DateaÞSTDTotalCustomerOwnerJames Michael07-30-201 I1,6430 @)e"**""3/9Last Refresh Date: 10-02-2020City of Mount Vernon, WA1024 ClevelandSkagitMount Vernon WA 98273+1 360 3366204City of Mount Vernon, WA1024 ClevelandSkagitMountvemon WA 98273+1 360 33662041,3001418955,68201,3001418950bJ50330TotalCustomerOlvnerProject JDEJob NumberProject Descript¡onr StatusOriginal Conkact AmountRofeProject202297PrimeMorris, James M¡chaelWA840 NorthgateBenton, R¡chland WA 99352-0190+'l 5Og 9427540RTCHLAND WA,BASTN B,CT#19-0055 I 2019 TRENCHLES SEW.REH.BASIN B09-1 0-20192,244JA 5To $828,362.79 CONT#19-0055H: 1694,643 )10,536:689O 61887O , 10,536 i068918,112+1 5Og 9427540Project ManagerBid DateSRTotalCustomerOwnerProjectStatusProiect JÐEJob NumberContract AmounlRole202300Pr¡meMorr¡s, James MichaelCiÇ of Medford, OR411 West 8th Street'Jackson, Medford OR 97501-1766.*J541 7742100MEDFORD OR, 2020 PROJECT | 2020 WW COLLECTTON SYSTEM REHA12-10-2019JA s\o $1,197 ,725.30 +CO#1E2831.740't32:462,4782,3762,3071,52123,6681,74013-2462:478,,2,3762,848:1:52-1 ,24,VOg000City ofMedford. OR411 West 8th Street0000JacksonMedfordoR 97501-1766541541+1 541 7742100Bid DateManagerSTDTotalAIS SRTotal24CustomerOwnerProjeclStatusProject JDEJob NumberContract AmountRoleDescríptionPrimeLANDIS & LANDIS, PORTLAND, OR I HILLSDALE SOUTH SWR REHABJA 50/o$2U,087.00E4,924 : 2,1656527,089138'Bid DateManagerTotalCuslomerOwnef202301Michael07-25-20',t95590652 @1,*g***'City of Portland-Bureau ofEnvironmental Svcs1 120 SW Sth AvenueRoom 1000MultnomahPortland OR 97204+1 5O38235752City of Portland-Bureau ofEnvironmental Svcs1 120 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 A2357526,135 2,1654t9Last Refresh Datel 10-02-2020CustomerOwner08,300TotalArsILSïotalProject JDEJob NumberProjectStatus Original Contract AmountProject DescrìptionRole202302 SubMichaelTapani Underground, lnc.1904 SE 6th PlaceBattle Ground WA 98604+ l 360 6871 148TAPAN|, rNC.- TOPPENTSH, WA I PHASE tV SS |MPRVMNTSCity of Toppenish, WA21 West First AvenueYakimawA 98948980JA s% $195,950.00 (MSA#202268)H136961,6760002,O't2:t,;òä+1509 8654500B¡d DateSTD : TotalïotalCUCustomerOwnerProjettStatusProject JDEJob NumberProject DescrjptjonOrigìnal Contrâct AmountRole202303PrimeMon¡s, James MichaelCity ofOR-Public Works99 East Broadway Suite 400LaneEugene OR 97401+1 541 682529'lEUGENE, OR- JOB#900107 | TRATNSONG S.WWREHAB-BtD#2701-'16-2020of Eugene, OR-Public Works99 East Broadway Suite 400LaneEugene OR 97401+1 541 6825291JA 50/. $374,927.0004,468H754,4683,5578340:. .. -. t-.3,5578348,8590ìBid DateCustomerOwnerTotalProject JDEJob NumberProjectStatusProject DescriptionOrig¡na¡ Contract AmountRole202304Prime0729E0FEDERAL WAY,WA ( RFB#19-010) | 2019 STORM ptpE-pHASE 2JA 5% $139,156.00729.'':229:Project ManagerBid DateTotalAISSR'Monis, James Michael12-O1-2019229,0 @.ffiCity of Federal Way, WA33325 8th Avenue SKingFederal Way WA 980635006+1 2538352700City of Federal Way, WA33325 8th Avenue SKingFederal Way WA 98063-5006+1 253 835270095805t9Last Refresh Date: 10-02-2020CustomerOwner9s8TotalProject JDEJob NumberProject OescriplionContract AmountRoleStãtusProject202305PrimeMorris, James Michaelof Tacoma, WA-"Main LocationCiÇ of Tacoma, WA-"Main Location1 Portland AveTACOMA WA,20l9 #ES19-0463F I 2019 STORMWATER REH,ESI9-0463F01 -09-201 IJA s%$1,976,365.00,CON#CW22337609700001,9834,7984,2695,0595,0591,983't,28201,2823,44403,4442,89102,89123,823023,823Ki0977984,4,2691 Portland Avenue: PierceTacoma WA 98409: +1 253 59155882201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409, +1 253 5915588Bid DateManagerTotalProject JDEJob NumberContract AmountRoleDescriptionStâtusProject202306PrimeMorris, James MichaelTACOMA WA,2019 #ES19-0194F | 2019 WASTEWATER REH,ES19-0194F12-05-201923,141JA 5% $987,630.50, CONT#CW2233734Gil,, 63€1,355341 :24,83723,1411,35534124,8370000Bid DateCustomerOwnerProject JDEJob NumberProjeclStatusProject DescriptionOrigìnal Contract AmountRole202307PrimelssAQUAH, WA -#SEWR 20002 | 2020 SEWER MA|N REHABJA 5O/O$571,477.5O ISSAQUAH, WABid DateMoffis, James M¡chael01-30-202014,54014,540H @.a'*n*26114,80100of WA1775 12th Avenue NWKinglssaquah WA 98027+1 4258373/'00ofWA1775 12th Avenue NWKinglssaquah WA 98027+1 4258373r'.006/9Låst Refresh Date: 10-02-2020CustomerOwner14,801261TótãlïotalProjectStatusProject JÐEJob NumberContrâct AmountRoleDescription202308PrimeSoUTHSUBURBANSANT DIST. I KLAMATH FALLS, OR-PHASE2Monis, James Michael1-2020South Suburban San¡tary District-South Suburban Sanitary D¡strict-KlamathJA 5Yo$226346.OOK1,6903352,11103352,M65b33567086Klamath Falls,OR2201 LavemeKlamathKlamath Falls OR 976034886,22O1 Laveme'KlamathKlamalh Falls OR 976034886+l 541 8924506Project ManagerBid DatetoTotalCustomerOwnerProject JDEJob NumberProjectRoleStatusOr¡ginal Contracl Amount202309PrimeMorris, James M¡chaelCity of Albany, OR, 333 Broadalb¡n Street SWLinnAlbany OR 97321-01M+1 541 9177676ALBANY, OR - SS.19.05 A I RIVERFRONT WET WEATHR LIFT STA,04:02:2070JA 5% $1,626,929.0080KCity of Albany, OR333 Broadalbin Street SWLinnAlbany OR 97321-0144: +1 541 917767600802,08602,94001,4646,5702,0862,9401,4646,570Project ManagerBìd DateTotâlAiS SRTotal42CustomerOwnerProject JDEJob NumberProjectStatus Origìnaì Contrãct AmountRoleProject202310SubDW EXCAVATTNG, tNC., SOAP LAKE I SWRMTR pH il IMPRVMNTS #18045385JA 5% $71,100-00385H:13469 i 0 469Project ManagerBid DateTotalMonis, James Michael03-23-2020 @)^*Hi,*ft*.'7tsLast Refresh Date: 10-02-2020DWlnc.P.O. Box 10891018 Morgan StreetLincoln+1 509 9041313ofLake,WAN/AGrantSoap Lake WA 98851+1 509 45348338548540CustomerOwnerTotalTotalProject JDEProjectContrâct AmountNumberRoleSlatus202311Prime,MoÛis, Jemes MichaelC¡ty of Shorel¡ne WA1519 NE 177 StreetK¡ngShoreline WA 981552063628100SHORELINE, WA - BID No. 9195 | 2020 CIPP STORMWATER REPAIR04-23-2020C¡ty of Shoreline WA1519 NE 177 StreetKingShorel¡ne WA 98155206 3628100JA s% $384,381.00E173,0373,0373,0370 j 3f037Bid DateMa0Total12TotalCustomerOwnerProjectStatusProject JDEJob Numbernal Contract AmountRoleDescription202312PrimeJames M¡chaelCftv o! peilingham, wA-Lottie Sl, 210 Lottie St210 Lott¡e StreetFABER CONST., BELLTNGHAM, WA I ANNUAL SEWER REHAB-THROUGHOUTt03-12- -V92OCity of Bell¡ngham, WA-Lottie St210 Lott¡e St210 Lottie StreetWhatcomwA 9822sJA 5o/o $279,273.00Ki 107.5,9635,9635,9636,s90WhatcomBell¡ngham WA 98225+1 360 6766961+1 360 6766961Bid DatêCustomerOwnerProject JDEJob NumberProjectProject DescriptionContract AmountRoleStatusoPrimeBREMERïONWA,2020REHAB | 2020SEWERREHAB.VAR|OUS LOCJA 5% $432,085.8003,881Gil1023,8811,145,0, 1,145307Bid DateAISSRTotaiCustomerOwner202313James Michaelo5-14-2020 @¡g¡g""'*'5,406730073Bremerton WA 98310+1 360 47323ilBremerton WA 98310+1 360 47323548/9Last Refresh Date: 10-02-2020CustomerOwnerProjectStatusProject JDËJob NumberOriginal Contract AmountRofe202315PrimeTACOMA,WA 2020#ES20-0053F | 2020STORMWATER #ENV-0303,|-23Michael05-1 9-2020City of Tacoma, WA-*Main LocationCity of Tacoma, WA-"Main LocationJA 50/"$952,190.00-CONT#CW2236579E.02201 Portland Ave2201 Portland AvenuewA 98409+l 253 59155882201 Portland Ave2201 PortlandAvenuePierceTacoma WA 98409+1 253 59155881,5347002,0219,77400ll0,2,3221,0621,5U700:1,7523830,02,O2109,774Project ManagerBid3831,7521,0622,322TotalTotal30CustomêrOwnerProject JDËJob NumberProjectStatusProject ÐescriptionOrigìnai Contract AmounlRole202316SubiMorris, JamesMichaelFORMAPO Box 1 1489ThurstonOlympia WA 98559+1FORMA CONST., FEDRL WAY SCHOOL I LAKE GROVE SCHOOL-FEDERAL WAY04-01-2020380380 'City of Federal Way, WAJA 5% $198,360.000Glt00380380: 33325 8th Avenue S' KingFederal Way WA 980635006| +1 253 8352700Bid DaieCustomerOwnerProject JDEJob NumtrerProjectStatusProject Descriptionnal Contract AmouniRolePrimeBEND,OR #1WR19CA | 2020 SWR REHAB#32100060Hi ol.''''''0Project ManagerBid DateSRïotalTotal202317James Michael07-16-20200,0JA 5% $369,713.00 @tt+-"*"ttCity of Bend,OR"Main:+1541 3173000709 NW Wall St.DeschutesBend OR 97701: +1 541 31730009/9Låst Refresh Date: 10-02-2020of Bend,OR"MainCustomerOwnerJob NumberProject JDEProìectRoleStatus Orig¡nal Contract Amount202318PrimeMonis, James MichaelCity of Beaverton, OR127255W Millikan WayWash¡ngtonBeaverton OR 970764755+1 503 5262223BEAVERTON,OR STORMCtp 1822 | MAJORSTORM ptpE#3701-21of Beaverton, OR127255W M¡llikan WayWashingtonBeaverton OR 970764755+1 503 5262223JA 50/o $305,726.00Kl8'1,4133813,48100004571,2301,413381 :Bid DateMaCustomerOwnerProjectProject JDEJob Numbernal Contract AmountRôleDescriptionStalus2023't9James MichaelCity of Kenmore,WA18120 68th ave nepo box 82607K¡ngke,nmore WA 82607+1 425 3€88900PrimeCity of Kenmore,WApo box 82607Kingkenmore WA 82607DANIELS REAL ESTATE,KENMORE WA I THE LODGE AT ST. EDWARDJA 0% $73,359.000ç{q0840840 ì840840+1 425 3988900Bid DateTotãlCustômerOwnef 111Last Refresh Date: 10-02-2020¡;raìÞii:riet; lfaÍe{'v âri! l aac$ S*crî: ;. i"-.- 1 - , r,' UrìiJilìc :,1r -s". ÐisseÍ Jì*iifil âr.t ì}isclísf,t€ S!a:a:t.j i:.'lìlhiisd.Contract Qualification Active Projects (2013 - Present ) - Detail Gontract Value2020802022662422712422742022872022942022972023002423412023022023032023042023052423062t2307242348202309202310202311242312lu¿5 I 5¿vz5 tJ¿v¿3 to20231820231982,274,201.OO lAVo $2,274.2ú.0A$3,285,52'1-63 5%$3,285,521.63+CO's$58,141.00 5%$58,141.00$228,370.00 5% $228,370.00 +CO#1$521.482-5A 5%5521,482.50$699,406-77 s% $699,406.77 (Crpp)$828,362.79 5%8828,362-79 CONT#19-005s$1j97,725.30 5% 51,197 ,725.30 +CO#1$234,087.00 5%5234,087.00s195,950.00 5%5195,950.00 (MSA#202268)$374,927.00 5%$374,927.A0$139,1s6.00 5%S139,156.00$1,976,365.00 5% $1,976,365.00,CON#CW2233760$987,630.50 5%$987,630.50. CONT#CW2233734s571,477.5A 5%$571,477,5A TSSAQUAH,WAs226,346.00 5%$226,346.00$1,626,929.00 5%S1,626,S2S.00$71,100.00 5%$71.100.00s384,381.00 5%5384,381.009279,273,00 5% 5279,273.00$432,085.80 5%$432,085.80$952,190.00 5% $952,190.00- CONT#CW2236579$198,360.00 5%$198,360.009305,726.00 5%9s05,726.00$73,3s9.00 0%s73,359.00Project JDEJob Number0riginalContractAmount Original Contract Amount {rom Details Tab918,122,553.79 1t1Last Refresh Date: 1G02-2020Prcpi¡¿l¿r* ilici,.êÍy aíì;JTrãaê Sûórel Oi á,oe:on, ia¿. !i¡alilcrj¿eåçso, ',sss,i;,:Á:¡*n un* où¿o*ur* sroi¡, ¡rol,,itr"J- -Contract Qualification Glosed Projects (2013 - Present ) - Parameter Summary'lo-o2-2020Lw-tÐç* ùr'^YKWo'l-02-2015Mcnih Ending DateOurner StateProject [4aterial FamilyPrcject Numbei'JDECodeËntityProjectRole @m*nrronn.111Last Refresh Date: 10-02-2020re11J51 j26,O79373,69773,21285,4128't,260: 25Ap626,8495,7161,42580,0615,56791098,4585017,02829,O173852,82828,439481'3,919 ,1,85021,6761610,979+,SO¡ I 47,610170r 07,50913,761 :2,978't 3,35123,777320:7,O28,,.27,091 :86526,5291,27417,7571631,728853671 '5,26517,83037313,0757,96711,8982,140z,¿53::640 ;7zP-.954266,3627314,7051,1v921386:I,3907,9671 1,8982,1404,52711,98071878755721941,210'1,2't0497 ;194:497!2,249' 353,3127,5727,572516I,013g,318 ,315315TotalAtsCOMtLsPPLRPPstTSTDTotal66738,5179523,82746,4691,173,787 @rnnmrmnn"1176Last Refresh Date: 10-02-2020Gontract Qualification Glosed Projects (2013 - Present ) - DetailJDE JobNumberProject ÐescriptionProjectStatusFìnal ContrâctAmountContract ValueRole19077201Sub:, SacramentoSACRAMENTO AREA SWR DIST(SASD) I FRUITRIDGE RD TRUNK LINING PRJo3-12-201507-09-20151,1591.159Sâcremento Area Sewer District-Sacramento, CA-Public Works9660 Ecology LaneSacramentoSacramento CA 95851+1 916875æ70JC$116,086.3sHo1,1591,159Area Sewer D¡strict9660 Eco¡ogy LaneSacramento CA 95851+191647æ470Bid DateClose DateProjectTotalCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmounlProject ÐescriplionConlraet ValueRole't9077202PrimeR¡zo, Roberto JSacramento Area Sewer D¡str¡ct-Sacramento,CA-Public Works9660 Ecology LaneSacramentoSacramento CA 95851+1 9168756470SACRAMENTO AREA SWR D|ST(SASD) | Poda1175782 - RELEASE 02"t2-30-201503-30-201 6JC$271,524.303,1993,199Gq:, 73555479479--'.'....'...'.--,-,16666661l!15 ; 3:754: 41899,Sacramento Area Sewer District-Sacramento, CA-Public Works9660 Ecology LaneSacramentoSacramento CA 95851+1 9168756470Project ManagerBid DateClose DateCuslomerOwnerTotat @q'***-2176Lðst Refresh Date: 10-02-2020JDE JobNumberProjectSiatusFinal ContractAmountRoleContrãct Value190775PrimeW¡ll¡am SpencerNevada+1 530 2716801NEVADA TRRTGATTON DrS,M20l3-03 | GODWTN STPHON REHAB PROJECTJC$123,700.0005-06-2015Gq0:0s.16-2013Nevadar,3901,3901,3901,390District95945District1036 W Ma¡n StreetNevada1036 W Ma¡n StreetNevadaGrassValley cA 95€45+1 5302716801Bid DateClose DateCustomerOwnerJDE JobNumberProjectStatusContract Value IFinal ContrâctAmountRole190783PrimeGann,R¡chardNapa Sanitation District-Napa,CA,Hartle935 Hartle CourtNapaNapa+1 707 2586000NAPA SANTTATTON D|ST-C|P 14702 | N. NAPA C|PP LtNtNG PROJECT.08-19-201402-26-2015Napa San¡tation District-Napa,CA,Hartle, 935 Hartle Court, Napa' Napa CA 94558+1 707 2586000JC$527,053.00E159903,4884,6389,116 '9904,638I,cA 94558Project ManagerBid DateProlect Close DateArsTotâlCustomerOwne¡JDE JobNumberPro.íect Descr¡ptìonProjectStatusF¡nal ContractAmountContract ValüeRole1907853505 Butti WayCarson C¡tyCarson City NV 89701Pr¡meCARSON C|TY PRJ#'14'15-018 | PLEASANT DR. SEWER REHABS:09-11-2O14-30-201 5of Carson City, NV-Butti WayCitV of C:¡¡on City, NV-Butti WayJC$109,432.00H, tO,1,0351,0351,0351,035: 3505 Butti Way: Carson CityCarson City NV 89701+1 775 A872355Proj€ct Manager8id DateProject Close DateCustomerOwner+1 775 8872355 @),*mn*'-3t76Last Re-fresh Date: 10-02-2020rnÉ t^kNumberProjectStatusF¡nal ContractAmountContract ValueRole'190786PrimeGann,RichardRoss Valley Sanitar-San Rafael, CA-District #12960 Kemer BoulevardMarinSan Rafael CA 94901+1 4152592949MAGGTORA & GH|LOTT|, tNC. I MAGNOLIA TRUNK LINE #7620o8-'11-20140s.01-2015Ross Valley Sanitar-San Rafael, CA-District #1JC$186,475.80K9.404522', 522,1251252,0832,093 )2960 Kerner BoulevardMarinSan Rafael CA 94901+1 4152592949Project ManagerBid DateClose DateCustomerOwnerJDË JobNumberProjectStatusFinal ContractAmouniConlract ValueRoleÐescriplion150787SubSNL GROUP, INC. -REDDING, CA I CITY OF REDDING-SOUTH ST- PRJTJC$98,987.004:04-07-2015GIT29,Gann,RichardSNL Groupunknovì/nShastaRedding CA 96001+1 55555512121,6911,6911,5893,2803,280:Citv of Reddils, cA20055 Vikins Way, Bldg 320055 Vik¡ng Way Building 3Bldg 3ShastaRedding CA 96003+1 530 2246069Project ManagerB¡d DâteClose DateTotalTÕtaìCustomerOwnêr @)q'$qf"'*'4t76Last Refresh Date: 10-02-2020JDE JobNumberProjectSiaiusFinal ContractAmountContract ValueRÕlêDescription190788PrimeVallejo Flood & Wastewater Districl-Vallejo, CA450 Ryder StreetSolanoVallejo CA 94590+1 707 6448949MYERS & SONS CONST., LP I HEADWORKS PUMP#14441202-06-201503-04-201 5Vallejo Flood & Wastewater Districl-Vallejo, CA: 450 Ryder Street: SolanoVallejo CA 94590+1 707 æ48949JC$163,590.00H0380380380Bìd DateProject ClÕse Date380AIS Totalïotal54CustomerOwne¡JDE JobNumberFinal ConfactAmounlContract ValueRoieStatusProjecìProject Descr¡ption190789PrimeGanesan,SethuramanWashoe County Commun¡ty ServicesDepartment - Water Resources4930 Energy WayP.O. Box 11130, Washoe¡ Reno NV 89502+1 7753282O4OWASHOE CO., NV -LEMMON VALLEY I PWP-WA-2015-036 LEMMON VALLEYJC$483,268.5001 -1 3-201 505-21-2015K'. 82,4,8284,8288,0868,08612,914' 12,914Reno NV 89502Bid DateProject Close DateCustomerOwne¡ 5t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusCrntract Value IFinal ContractAmountRoleÐescriplion190790PrimeGann.,RichardSacramento Area Sewer D¡str¡ct-Sacramento,CA-Publ¡c Works9660 Ecology LaneSacramentoSacramenlo CA 95851+1 916 8756470SACRAMENTO COUNTY - No.4267 | ROOT MITIGATION- PRJT- 202-05-20't 510-21-2015JC$924,225.60K7,40312,05019,453, 3547,403 ',t2,05019,453Sacramento Area Sewer District-Sacramento, CA-Public Works9660 Ecology LaneSacramentoSacramento CA 95851+1 916 8756470Bid DateCiose DateCustomerOwnerJDE JobNumberProjectFinal ContractAmountRoleCofltracl ValueStatus19079'lSubGann,Richardi US Air Force - Beale AFB.: Beale AFB:YubaUS Air Force - Beale AFB, CA6451 B street Build #2541YubaBeale AFB CA 95S03+1 530 6342709HAL HAYS CONSTRUCTION, INC. I DB REPAIR WASTEWATER SYSTEM:09-1 6-201 4I l-06-201 5JC$519,909.75r'1961965,166 5,166313313450'450500 ,1,1 351,r35215 2',157,975 7,975500Bid DateClose DâteAIS TotâlCustomelOwnerJDE JobNumberPro.iectStatusFinal ContractAmountContract ValueRole190792PrimeRichardCiÇ of Santa Rosa, CA69 Stony CircleSonomaSanta Rosa CA 95401-9506SANTA ROSA CA,CT#C01812,ROBLES I ROBLES TRUNK SEW.LTNING,WALKERo5Jt2-201510-09-20 15350JC$1,582,326.20r. 0j350,646 ,6401,646City of Santa Rosa, CA69 Stony CircleSonomaSanta Rosa CA 95401-9506Bid DateClose DâteTota'TotalCustomerOwner+l 707 5433930+1 707 54339302,636 2,636: @rn*rrrorrn"6176Lãst Re-ftesh Date: 10-02-2020JDE JobNumberFinal ContractAmountConlract ValueRoleStaiusProject190793PrimeFREI8340 Auburn Blvd., Ste. 100SacramentoC¡trus Heights CA 95610+1 9167228110MINK CREEK H.O.A. COLFAX, CA I CULVERT CIPP REHAB04-1 6-201 sJC$203,060.0010-09-2015FREInealtV8340 Aubum Blvd., Ste. 100SacramentoC¡trus Heights CA 95610+1 91672281108id DâteClose Dateo5 I63163'l631TotalTotal420SR'SCustomerOwnerJDE JobNumber, Project: StatusFinal ContractAmountProject Descript¡onContract ValueRole190794SubCiÇ of Santa Clara, CA1500 Warburton AvenueSanta ClaraSanta Clara CA 95050-3792+1 408 6152200JMB CONST.- SANTA CLARA, CA I CE 13.14.02 TRIMBLE RD. 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HYDRAULICJC$104,995.600741-20',16H19;i TAa 1.7691,769 1,769Cityof H¡llsborough, CA1600 Floribunda Avenue' San MateoBìd DateClose DateTotalTotalCustomerOwne¡9401 0-641 894010-6418 @Ltr'qry!{fu*'8t76Lâst Refresh Date: 10-02-2020JDE JobNumberProjectSiatusFinal ContractAmountContract ValueRoleProject190799SubRizo, Roberto J& Ghilotti lnc555 Du Bo¡s StreetMarinSan Rafael CA 94901-3965+1 415 4598640MAGGIORA & GHILOTTI, INC. I MILLER AVE- - MILL VALLEY, CA-2016 1248-2017City of Mill Valley, CA26 Corte Madera Avenue # 94941MarinValley CA 94941-1830+1 415 3884033931,778't,8711,073'2,1912,1914304306464,433, 1,778:6tZ11 |JC$427,321.00: 6468¡d DåteClôse DateManagerAtsTotal21Total83SR'SCustomerOwnerJDE JobNumberli Project DescíptionProjectStatusFinal ContrâctAmountContract ValueRoleI 90800PrimeRizo, Roberto JWestDistrict500 Laurel StreelSan MateoMenlo Park CA 94025-3427:+1 650 3210384GRANITE CONST. 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I DUBLIN TRUNK SWR (CIP 16.5021)704-27-2018JC$5,541,630.00K;o2492,945l2002,9732404892,945. ., . .. .,.. . . .... !.240Project ManagerBid DateProject Close Date5t ITotalTotalCustómerOwne¡, +1 925 55'17230+1 925 55172306,3676,607 , @lt"s***10n6Låst Refresh Date: 10-02-2020JDE JobNumberProjectStaiusFinal ContractAmountProject Descr¡ptionContract ValueRole190805Pr¡meBibayan,Fariboz DCity of Santa Rosa, CA69 Stony CircleSonoma95401-9506SANTA ROSA,CA - #C01944 -2016 I SWR MA|N LTNTNG MH & TATERALS712-12-2019JC$2,792,000.00K:10 iCity of Santa Rosa, CA69 Stony CircleSonomaSanta Rosa CA 95401-9506+1 707 54339301,207'.,1,2072,7015,?82"2,701976Project Manager3ìd DâteProject Close DateCustomerOwnerJDË JobNumberProjectFinal ContractAmountCônt¡act ValueRoleStatus190806PrimeGanesan,SethuramanCity of Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700LOS ALTOS, CA #\¡úW010517 | C|PP CORROSTON REHAB PROJECT'04-'13-20171143-2017 ,: City of Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700JC$409,486.00E:7650650650650Project ManagerBid DateProject Close DâteCustomerOwnerJDE JobNumberFinâl ContractAmountProlect ÐescdptionI StatusCôntract ValueRoleProject190807Camacho,BerniePrimeSTOCKTON, CA - BLACK OAK PUË | REHAB PROJECT No. M15200204-06-201705-21-2018C¡ty of Stochon, CA2500 Navy DriveSan Joaquin, Stockton CA 95206-1 147JC$r,702,029.00Eo.3,410 3,41264 264Project ManagerBíd DateProject Close DateCuslomêrOwner, +1 2Q9 93747181',t47: +1 2Og 93787183,708' 3,708 @Le**{q'*'11t76Last Refresh Date: 10-02-2020JDE JobNumberFinal ContractAmountContract ValueRoleStatusPrôject190810Pr¡meNORTH TAHOE PUD I TAHOE VISTA SEl-024 TO SE1.O2IMiller. Daren A1142-201701-08-2018North Tahoe Public Utilities DistrictNorth Tahoe Public Utilities Distric{875 National AvePlacerTahoe Vista CA 96148-0139875 National Ave, PlacerTahoe Vista CA 96148-0139JC$66,450.00829829829829i*1530 5464212+1 530 54&.2'12Bìd DateClôse Dâte5SR'SCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountContract ValueRoleDescr¡pt¡on19081 1SCHULTZ INDUSTRIAL SERVICES I ANDEAVOR MARTINEZ REFINERY05-25-2018+1 661 3770343+1 9252281220SubJC$1 16,880.00185K0185185Bid DateProject Close DateArsïotâlCustomerOwnerJDE JobNumberProjectSlatusFinal ContractAmounlContract ValueRole190813PrimeDSouth Placer Municipal Ut¡l¡ty District-Loomis,CA3671 Taylor RoadPlacerLoomis CA 956505-201806-05-2018South Placer Municipal Utility District-Loomis,CA3671 Taylor RoadPlacerLoomis CA 95650souTH PLACER MUNICIPAL UTILITY I SPMUD PIPE LINER PROGRAM 2018JC$344,002.00H, 14:30€4014,8284014,828Project Manager3id DateProject Close Date306CustomerOwner+1 916 6525877+1 916 65258775,5355,535 @l-*ffit*"'1il76Last Refresh Date: 10-02-2020JDE JobNumberProjectSlatusFinai ContrâctAmountContract V¿lueRoleDescripiion190814Pr¡meBibayan,Fariborz D: City of Gilroy, CA613 Old Gilroy Streeti Santa Clara, Gilroy CA 95020+1 4O88460271GILROY, CA-#17-PW-235 I SWR REHAB FIRST STREET-201808-30-2018Santa ClaraGilroy CA 95020JC$221,805.002,9592,9592,959+1 4088460271gìd DateProject Close DateProject16SR'SCuslomerOwnerJDE JobNumberProjectStatusFinal ContractAmountContract ValueRoleDescriptionI 9081 7PrimeBibayan,Fariborz Dof Eureka, CA531 K StreetHumboldt: Eureka CA 95501: +1 7O7 4414'183MERCER.FRASER CO., EUREKA, CA I 3RD & Y BASIN REHAB.03-1 5-201 808-24-2018City of Eureka, CA531 K StreetHumboldt: Eureka CA 95501+'l 7O7 4414'183JC$433,8ss.006101,5992,209 3,208 :I,U81,8481,3601,360 ,1,5995,4178id DåteClose Date65SR'sCustomerOwnerJDË JobNumberProjeciSlatusFinal ContractAmountContract ValueRole1 9081 IPrimeD, Tuolumne Utilities District: PO Box 3728Tuolumne, Sonora CA 95370-3728TUOLUMNE UTIL.DIST.2OIS,SONORA I 2018 CIPP SEWER REHAB PROJECT09-07-2018,11-09-2018Tuolumne Util¡ties DistrictPO Box 3728TuolumneSonora CA 95370-3728JC$198,902.00q0CustomerOwnerTotal @mwmr,omn''t3t76l¡st Refresh Date: 10-02-2020JDË JobNumberProjectStatusFinal ContractAmountProject DescriptionContract ValueRole190819Pr¡mePadilla, AdrianMiguel22000Butts Canyon RdLakeMiddletown CA 95461+1 707 9872772LANGTRY FARMS, LLC, MIDDLETOWN I DETERT LAKE DAM OUTLET REPAIRJC$320,300.00I01-04-2019Hì 0.600600600Langtry Farms22000Butts Canyon RdLakeMiddleto/vn CA 95461+1 7O7 9872772Bid DateClose DateCustomerOwnerJDE JobNumberFinal ContractAmountContra€t ValueRoleProjectStatusProject190820SubBibayan,Fariborz D290 Toland StreetSan FranciscoSan Franc¡sco C494124: +1 4152O60524CON-QUEST CONTRACTORS, SFPW I CLAYTON/CLIPPERYPORTOLA,#25OOJJC$134,794.0001-01-2018City of San Francisco, CA -*Main-Contractors-San Francisco, Department of Public Works - Bureauof Engineering -30 Van Ness Avenue Sth Floor30 Van Ness Avenue5th FloorSan FranciscoSan Franc¡sco CA9410203-29-20194274278591,3401,340:+1 4',l5 5584018Bid DateProject Close DâteProjectTotalTotalCustometOwner @l*ffife'*14n6tast Refresh Date: 10-02-2020JDE JobNumberPrôjectStatusFinal ContraciAmountContract ValueRoleREDDING, CA - JOB No. 2607 | EENTON TRACT SANI SWR LINING12-18-201808-15-2019of CA20055 V¡k¡ng Way, Bldg 320055 Viking Way Building 3Bldg 3ShastacA 96003+1 530 2246069JC$1,317,258.00190822PrimeDofRedd¡ng, CA20055 V¡king way, Bldg 320055 Viking Way Building 3Bldg 3ShastacA 96003+l 530 22460696,9261,30211,425J' J214]018,351 :20,49',16:92612,727 :465 l373Bid DateProject Close Date465tLsTotalAIS15Total358SR'sCustomerOwnerJDE JobNumberFinal ContractAmountContract ValueRoleÐescrip!ioni PfojectStatusSYBLON REID, NAPA SANI DIST I NAPA -HEADWORKS EQUIPT REPLACEo2-o7-201905-09-2019104Napa Sanitation District-Napa,CA,Hartle935 Hartle CourtNapaNapa CA 94558JC$162,078.00190823SubPadilla, Adrian MiguelSyblon Reid-Folsom, CA1130 Sibley StreetSacramentoFolsom CA 95630+1 925 3718928E0.104'1041O4,+1 707 25860008ìd DãteClose DateManagerCuslomerôwner @m**m*"15t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountContract Va¡ueRo¡eDescr¡ption190825SubPadilla, AdrianMiguelDarcy & Harty Construct¡on-SanFranc¡sco, CA1300 Canoll Ave.San FrenciscoSan Francisco CA 94124+1 415 8225200o'ARCY & HARTY CONST.,C/C SANF I CASITAS AVE EASEMENT VV\ / 62401-17-201907-22-201930 Van Ness Avenue sth Floor30 Van Ness Avenue5th FloorSan FranciscoSan Francisco CA94102+1 415 5584018JC$138,060.00K, 14i1,0391,0391,0398ìd DateProject Close DateCustomerOwnerJDË JobNumberProjectStatusFinal CorltractAmountContract ValueRoleProject'190826Pr¡meDof Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 6509472700 +1 65Q94727OOLOS ALTOS, CA #1tVW0100519 | CIPP CORROSION REHAB PROJECT06-05-201 910-72-2019 ':Altos, CA1 N San Antonio RoadSanta Claraj Los Altos CA 94022-3000JC$916,911.00H1,456', 1,4561,456 1,456Bid DateClose DateMânagerCustomerOwner @*n*rrurorm'16t76Last Reûesh Date: 10-02-2020JDË JobNumberF¡nai ContractAmôuntContract ValueRoleDescriptionStatusProject190829SubB¡bayan,Fariboz DCratus lnc.-San Francisco, CA2200 Palou AvenueSan FranciscoSan Francisco CAS4124415 5591 163Vallejo Flood & Wastewater District-CA450 Ryder StreetSolanoVallejo CA 94590+1 707 6448949CRATUS, INC. - VALLEJO, CA I VFWD MARE ISLAND SWR REHABJC$150,6ø.00o11-15-2019556@' 6:556 i- ;;;Project ManagerSid DateProject Close DateTÕtâlTotal3t)CustomerOwnerJDE JobNumberFinâl CôntractAmountContract ValueRoleStatusPrôjectPro.ject Ðescription200177PrimeLeonardo lsmaelCity of Beverly Hills, CACity Hall 345 N. FoothillCity Hall 345 N FoothillLos AngelesBeverly Hills CA 90210+1 310 2852500BEVERLY H|LLS, CA I SWR PIPELINE & MHU VAR. LOC06-08-2012 03-27-20't5Hills, CACity Hall 345 N. FoothillCity Hall 345 N FoothillLos AngelesBeverly Hills CA 90210+1 310 285250021,57621,57667374,740'75,4135,6085,7165,7161,673109,986 lJC$4,737,871.505,608248921 )1,425109,065Project ManagerBid DâteProject Close Date2,247SR'sCustomerOwnerJDE JobNumberFinal ContraclAmountCôntract ValueRoleProjectSlatusProject2001 96PrimeLouisLos Angeles County Sanitation District- Headquarters - Whittier1955 Workman Mill RoadLos AngelesWhitt¡er CA 90601{415Los Angeles County-Wh¡tter,CA-Sanitation DistrictCO SANI DIST #5 OF LOS ANGELES I DIST 5 INTCPTR TRNK SWR-SEC 2A07-23-201307-1 0-201 5JC$10,616,947.32rÇI37,5727,572Project ManagerBíd DateProject Close DateSTD TotalTotalCustomerOwner+1 56269974'118,826 . 8,826 @^*H*#¡'-'17176Lâst Refresh Date: 10-02-2020JDE JobNumberProjectSlatusF¡nal ContractAmountProject DescripiionContract ValueRolew.M. LYLESCO. -ORANGECO.CA I JOB#T-1126, PRJT#P1-112&07-29-201303-24-2015Orange County Sanitation District-Fountain Valley, CA10844 Ellis Avenue92708+1 714 9622411JC$66,060.00200259SubLyles - FresnoThorne AvenueFresnoFresno CA 93706-1458+1 5592372240:!45 : 145q01458ìd DateC'ose DateProjectTotal50ïotalCustomerOwnerJDE JobNumberProjectStatUSFinal ContractAmounlRoleValue200262SubRubio,Je-ff,r,ey LouisCity ofHermosa Beach, CA1315 Valley DriveLos AngelesHermosa Beach CA 90254-3846+1 310 3726186vASrLJ, rNC. I HERMOSA BEACH #ClP-13401o4-o3-201404-22-2015City of Hermosa Beach, CA1315 Valley Driver Los AngelesHermosa Beach CA+1 310 372618690254-3846JC$102,642.20K: 121:3,3,748Bid DateClose DateProjectCustomerOwnerJDE JobNumberFínal ConfactAmountContracl ValueRo'eProjectStatusProject200264SubUnknownOrange County Sanitation District-Founta¡nValley, CA10844 Ell¡s AvenueOrangeFounjafn Valfey CA 92708KIEWIT INFRASTRUCTURE WEST CO I NEWPORT FORCE MAIN JOB #102298o2-o4-2014,.12:18-2015Orange County Sanitation District-Fountain Valley, CA10844 Ellis Avenue, Orange, Fountai¡ VrfleVcA 92708JC$4,566,700.40Ho;4,7055,4361,3909,977+1 714 9622411 .Bid DateProject Close DateManager7318,587TotalRPP SITTôtâlCustomerOwner+'l 714 96224119,318 .15,413 @1.p#Hfr'*18t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountContrãct ValueRoleDescr¡piion200267PrimeJURUPA COMMUN|TY SERVTCES D|ST I L|VE OAI(LAKESIDE #M151011DpJC$74,217.OOJ10-24-201415rür11 11,249 1,2491,249Jurupa Community Services District-Jurupa Commun¡ty Serv¡ces District-; Riverside,CAr 8621 Jurupa RoadRiversideI Riverside CA 92509-32298621 Jurupa RoadRiversideRiverside CA 92509-3229+1 909 6857434i +1 909 6857434Project ManagerBid DateProject Close DateïotalArsTotalCustomerJDÊ JobNumberProjectStatusFinal ContractAmountRofeDescriptionValue200268PrimeDistr¡ctLane931 08-2809MONTECTTO SANITARY D|STRICT | 2014 SWR MA|N REHAB PROJECT12-04-20'1404-21-2016JC$r,588,971 .00E, a8J59,8652,842 zU262,707 62,707Montecito Sanitary District1042 Monte Cristo LaneSanta BarbaraSanta Barbara CA 9310&2809+1 805 9694200Project ManagerBid DãteProject Close DateïotalTotaltlCustomerOwnerJDE JobNumberProjectStatusFinal ContraclAmountContract Va¡ueRole200269PrimeRizo, Roberto JCoachella Valley Water Distr¡ct-Coachella, CA85995 Ave 52PO Box 1058RiversideCoachella CA 92236-1058coAcHELLA VALLEY WATER D|ST_ | EMERGNCY-LA QUTNTA/PALM DESERTo2-o4-201503-31-201 5JC$111,544.681,01s1,015,1,0151,015Coachella Valley Water District-Coachella, CA85995 Ave 52PO Box 1058Rivers¡deCoachella CA 92236-1058Bid DateClose DateProjectTotalTotalCustomerOwne¡+1 760 398265't, +1 760 3982651 @l*Htr#*'*19t76Last Refresh Date: 10-02-2020JDE JobNumberProjectSiaiusFinal ContractAmountRûlêProjectContrêct Value200270Pearson,Scot G+1 909 3952000Prime05GRIFFITH COMPANY (ONTARIO, CA) I S. MILLIKEN GRADE SEPARATION0&.16-201406-03-2015,o20JC"1,1491,097l2,246$374,898.57q', 4t,1tOZ9 :12967'l800426426of Onlgrio, CA303 E B StreetSan Bernard¡noOntario CA 91764-4105+1909 39520003id DateProject Close DateProjectTotalAIScoMòtu12TotalCustomerOwne¡JDE JobNumberConlract Va¡ueRoleStatusProjectFinal ContractAmount200271iRizor Roberto J214 E Branch StSan Luis ObispoPrimeGrande, CA93/20-2730ARROYO GRANDE, CA | 2015 SWR LtNtNG #pw 2015_ø03-1 0-201 5:10-29:2915City of Anoyo Grande, CA214 E Branch StSan Luis ObispoAnoyo Grande CA 93420-27 30+1 805 4735400JC$1 r 9,577.00K, SO,2,1692,169572572'2,7412.:.7..41 .8ìd DateProject Close DateManagerTotalïoÌafCuslomerOwnerJDF JobNr.¡mberFinal ContractAmountContract ValueRoleStatusProject200272PrimeuNrvERstTy oF cA, sAN DtEeO | #1¡/4966/A4M-076/FDCO148903-26-201 507-25-201JC$6s,994.90rRubio, Jeffrey LouisUC San Diego9500 G¡lman DrSan DiegoLa Jolla CA 92093ol5364 i623364 iUC San Diego, 9500 Gilman DrSan DiegoLa Jolla CA 92093Bid DateClose DateManagerTotalTotalCustomerOwner+1 85882228068588222806987987: @t"*nnro,*rr"20t76Lâst Re-fresh Date: 10-02-2020JDË JobNumberProjectStatusFinal ContractAmountContract ValueRoleProject200273SubCity of Los Angeles,CA-Dept of PublicWorks1 149 S Broadway - 6th Floor9001 5SKANSKA-RADOS EXPO 2 l EXPO PHASE il #XP8902_OO201-16-201501-05-2016City of Los Angeles,CA-Dept of pubt¡cWorksFloorJC$18,000.00Ht010660166 ,106B¡d DateCtose DateïotâlTotalCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmounlConlract ValuêRoleDescription200274SubGREENBLDG.COPR.-LA,CA I GLENDALEWATERRECLAMN. 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LOSANGELESAVE & EASY ST:09-07-201 605-03-201 7JC$2,066,379.00Dclq1,1,1061,106863't52,1523,0723,0725,193: 5,193C¡ty of Sim¡ Valley, CA500 W Los Angeles AvenueVenturaSimi Valley CA 93065-16z14+1 805 5836400Clty of SimiValfey CA500 W Los Angeles AvenueVentura, SimiValley CA 93065-1644+1 805 5836400Bid DateClose DateTotalTotatCuslomerOwnerJDE JobNumberi ProjectStatusFinal ContractAmountContract ValueRole200290Pr¡meBibayan,Fariborz DCounty of Santa Barbara,CA-Santa, Barbara,CA130 E V¡ctoria Street: Santa BarbaraSanta Barbara CA 93101SANTA BARBARA,COUNTY OF (2016) | 18' CMp STORM DRATN REHAB.08-12-201601-26-2017 iCounty of Santa Barbara,CA-SantaBarbara,CA130 E Victoria StreetSanta BarbaraSanta Barbara CA 93101+1 805 8823600JC$¿14,810.0090'90,90900+1 805 8823600Project ManagerBid DateClôse DâieArsTotâlCustomerOr¡rnerJDÊ JobNumberProjectStatusFinal ContractAmountC0ntract ValueRole200291PrimeD14451 CedaMood StreetOrangeWestm¡nster CA 9268+5318MTDWAY C|TY, CA - 2016 | REHAB./REPA|RS OF SWR MATNS09-02-201601-20-2017Midway City Sanitary D¡strict14451 Cedarwood StreetOrangeWestminster CA 92683-5318JC$95,938.004,7314,731r744?731 ^Project ManagerBid DateProject Close DateArsïotalTotalCustomerOwner+1 714 8933553+l 714 89335534,731 @.ffiF*27t76Låst Refresh Date: 10-02-2020JDE JobNumberFinal ContractAmountContract VãlueRoleStatusProject200292PrimeBibayan,Fariborz DWhittier CA 90601-1415co sANr DrsT 18 oF LOS ANGELES I LACSD S. 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I LEUCADIA SCENIC CIPP LININGJC$172,602.001H7't,9721,9721,972 1,972Project Manager8id DateProject Close DateCustomerôwner+1 760 7530'155+1 760 7530155 @lffir*'*29t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountRoleContrâct Value200299PrimeBibayan,Fariborz Dof Colton, CA1201 S RanchoAvenueSan BernardinoColton CA.92324-3342+1 909 3705179coLToN, cA - FY r6,.17 | FY16-17 SWR LTNTNG PROJECT11-17-201604-21-2017 lCity ofColton, CA1201 S RanchoAvenueSan BemardinoColton CA92324-3342+l 909 3705179JC$252,638.00r120227901 i1982279011985,7275,7278ìd DateClose Date3,5268753,526875AIS lotâlTolalCustomerOwnerJDE JobNumberProjectStatusContract Vãlue .Final ContractAmountProject DescriptionRole200300SubBibayan,Fariborz DOrange County Sanitation Distr¡ct-Orange: FountainValley CA 92708+1 714 9622411CHARLES KING COMPANY, INC I DIST,6 TRUNK SWR RELIEF PRJT07-26-2016 10-29-2018Orange County San¡tation District-Fountain Valley, CA10844 Ellis AvenueOrangeFountain Valley C A 927 08+1 7149622411JC$70,430.00##!il380380 :' 0i615'''''':5,61oo4995,Project ManagerB¡d DateProject Ctose DateTotalAI5Totall5CustomerOwnerJDE JobNumberProjectStatusiContråctValue IFinal ConlractAmountRole20031 0PrimeDGitV of Norwalk,CA12700 Norwalk BlvdRoom 10Los AngelesNorwalk CA 90650-3144NORWALK, CA - FY 2015/16 #7512 | SEWER SYSTEM REHAB. 2015-1611-16-201605-19-2017City of Norwalk,CA12700 Norwalk BlvdRoom 1090650-3144JC$237,530.30'.7Kt, 2427,O75Project ManagerBid DateP.oject Close DateCustomerOwner+1 562 9295700+1 562 92957007,075 8,025 @rtqrryp**nt30n6Last Refresh Date: 10-02-2020JDE JobNumberFinal ContractAmountProject Descr¡ptionContract ValueRoleStatusProject200311SubDDiego, CAAvenue92123-1290: +1 858 8744062J.R. FTLANC CONST-SAN D|EGO,CA I JOB 461-001 STORM DRATN-EBERLY01-25-201702-27-2017422County of San D¡ego, CA5555 Overland AvenueSan D¡ego92123-1290+1 8588744062JC$133,085.00422422422gid DateClose DateAIS Totalïotal0SR'SCusiomerOwnerJDE JobNumberProjectStatusFinal ContractAmountPro.ject DescriptionContract ValueRole2003'12SubDSanta Ana Watershed Project11615 Sterling AvenueRivers¡deRiverside CA 92503+1 951 35/.4200WEKA, INC -SANTA ANA (SAWPA) I INLAND EMPIRE BRINE LINE REACHo142-201710-11-2017JC$3,504,400.00E0,10,73910,73910,739101739Santa Ana Watershed ProjectAuthority-Riverside,CA1 1615 Sterling AvenueRiversideRiverside CA 92503+1 951 354r'i210gid DateClose DateMånagerTotalTÕtalCustomerOwnelJDÊ JobNumberFinal Cont¡actAmountContracl ValueRoleÐescriptionSiatusProject200314PrimeBibayan,Fariborz DPBF-Tonance Refinery, CA3700 w 190rh stLos AngelesTorrance CA 90504SCHULTZ- pBF ENERGY I TORRANCE REFTNRE-PO5000430130703-30-2017, 3700 w 190th st: LosAngeles, Torrance CA 90504JC$360,910.00rÇq' 0.170170170Bìd DatêProject Close DateProjectTotalSTDTotalCustomerOwner310 2122800+1 314 21228OOCA @,o*çr**31t76Last Refresh Date: 10-02-2020JDE JobNumberF¡nal ContractAmÕunt'ProjectConlract ValueRoleDescriptionStatus200315PrimeOTAY WATER DISTR,SAN DIEGO CO I TRENCHLESS SEW.REHAB,CIP 5204401-24-201710-27-20173,490Water District2554 Sweetwater Springs BlvdSan DiegoSpringcA 91978-2004JC$352,821.00B¡bayan,Far¡borz DH3,490 l-' -' -' --' --':3,a90,+1 619 6702280Bid DateProject Close DateProjectTotalAIS8TotalCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountContract ValueRole20031 6SubDLake Anowhead Community ServicesDistricþLake Anowhead, CA28200 State Highway 189 Lower Village SP.O. Box 700San BernardinoTKCONSTRUCTION I PALISADESSWRREHAB PHASE 101-26-2017 08-31-2017Lake Anowhead Community Serv¡cesDistrict-Lake Arrowhead, CA: 28200 State Highway 189 LowerVillage: P.O. Box 700JC$84,387.00Ei1s'1,0541,0541,054 1,054s.:San BernardinoLake Arrowhead CA92352+1 909 3378555Bid DateClôse DateManagerCustomerOwnerJDË JobNumberProjectSlatusFìnal ContractPro.ject Descr¡ptionContract ValueRole200317PrimeEast Valley Water District-SanBemardino,CAPOBox3427San BernardinoMERLTN JOHNSON CONST. I EAST VALLEY WATER DIST'03-23-2017 '06-02-2017East Valley Water District-San. Bernardino,CA'POBox3427BernardinoBernardino CA 92413-3427JC$31,500.00DGI21340Project ManagerBid DateClose Date340TotalTotalCilstomerOwnercA9241TU27+1 909 8899501340340 @-trqr{tur*t3?/76Låst Refresh Date: 10-02-2020JDÊ JobNumberProjectStatusFinal ContractAmountProject Descr¡ptionContract ValueRole2003r ISubDCA303 West Commonwealth AvenueOrangeFullerton CAS2832+1 714 7385338SULLY-MILLER CONTRACTING CO. I ARROYO DR AREA SWFYST IMPRVMTS09'15-20160642-2017JC$75,161.00H'2051456972516456972of Fullerton, CA303 West Commonwealth AvenueOrangeFullerton C492832+1 714 7385338Bid DatêClose DateTotalArsTotalCustomerOwnerJDE JabNumberProjectStatusFinal ContractAmountContract ValueRole2003 1 9PrimeBibayan,Fariborz D08-24-2017Water DistrictCucamonga Valley Water District10440 Ashford St. 10440 Ashford St.San Bernardino , San BernardinoRancho Cucamonga CA 91729-0638 Rancho Cucamonga CA 91729-0638+1909 9872591+1 909 9872591cucAMoNGA VALLEY WATER D|ST. I SEWER MA|N REL|NING AT VAR.LOC03-16-2017JC$11s,571.002,4122,4122,4122,41229Project ManagerBid DateProject CloseTotâlToiãlCustomer0wnerJDE JôbNumberProjectStatusFina¡ CÕntractAmountCôntrâcl VãlueRole200320Pr¡meBibayan,Fariborz DC¡ty of Cypress, CA300 E Chapman AvenueOrangecA 90630CYPRESSCA, PROJECTlS2 I SEWERRELINING PROJECTlS205-3't-2017:12-20-2017JC$190,482.00Gq612,5582,5582,5582,558City of Cypress, CA300 E Chapman AvenueOrangecA 90630Project ManagerBid DateProject Close DateTôtalAISïotaìCustomerOwner2296740+1 714 2296740 @mrmu*rm"33t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContractAmountProject DescriplionContract ValueRole200321Bibayan,FaribolzD1072 Tico RoadVenturaOjai CA 93023+1 805 6465548PrimeoJAt vALLEy SANI D|ST.,2017-07 | 2017 SEWER MA|N REHAB #2017-0706-14-2017:01-24-201JC$æ7,211.OOG:il,, ,rt,.11,4476,M72,744 2,74420,594 t 20,5U:JDb356't't:4476,047Sanitary District: Ojai Valley Sanitary Districtìozz ii* ä"åãVenturaOja¡ CA 93023+1 805 6465548Bìd DateProject Close DaleTotalAtòïotalCustomerOwnerJDE JobNumberl,fojectFinal ContractAmountProject Ðescr¡pt¡onContract ValueRoleSiatus200322SubFLATTRON CONST. 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I NEWPORT COAST LIFT STA. REHABD06-20-2017o4-14-2018lrvine Ranch Water District-lrv¡ne, CA , lrvine Ranch Water District-lrv¡ne, CAJC$491,345.002,078,2,O7AEil.. o j2,O7A:2,O78-:,15600 Sand Canyon AvenueOrangelrvine CA 92618+1 949 453530015600 Sand Canyon AvenueOrangelrv¡ne CA 92618' +1 949 4535300Bid DãtePrôject Close DatesrTTotalTôtâlCuslomerOwnerJÐE JobNumberI Pro¡ectFinal ContractAmountRoleStatusContract Value200326PrimeDLos Angeles GounÇ-Whitter,CA-Sanitet¡on D¡strict1955 Workman Mill RoadLos AngelesWhittier CA 90601-14150/'27-2018Los Angeles County-Whitter,GA-San¡tation District, 1955 Workman M¡ll Road. Los AngelesWhittier CA 90601-1415LOS ANGELES CO. SAN|T.DTST. I MONTEREY PARK RELTEF SEWER REH08-31-2017JC$491,854.00Ht. 172':2,7422,742333B¡d DateProject Close DateTotalTotalCustomerOwneri1 562 6997411+1 56269974113,0753,075 @Lt'd""'**'35/76Last Re-fresh Date: 10-02-2020JDE JobNumberProjectFinâl ContractAmÕuntProjectContract ValueRoleStatus200327SubFaribor¿ DCity of Chula Vista, CA1800 Maxwell Rd.San DiegoChulâ Vista CA 91910-3816+1 6196915021CHULA VTSTA, CA(FY 2013t2O14) I JOB CrP SW28007-'t9-201705-07-2018City of Chula Vista, CA1800 Maxwell Rd.San DiegoChula Vista CA 91910-3816+'1 6'19 6915021JC$606,471.00K,916,6576,657 6,657Project ManagerBid DateProject C'ose Date6,657Custome¡OwnerJDE JobNumberProjectStatusContract Value iFinaì ContractAmountRole200328PrimêtRVtNE RNCH WTR D|ST-2017 | SWR REHAB PROJECT pR 07100Bibayan,Fariborz D09-28-2017o2-o2-2018lrvine Ranch Water District-lrvine, CA lrvine Ranch Water District-lrvine, CAJC$233,1 r4.s05.H: 21 :2,O152,O1145 '1,1451,1603,320603,32015600 Sand Canyon AvenueOrangelrvine CA 92618+1 94.9 453530015600 Sand Canyon AvenueOrangelrvine CA 92618+1 9494535300Bìd DateClose DateTotalArsTotalCustomerOvJnerJDË JobNumberProjectFinal ContractAmountProject Ðesc¡¡ptionRoieStâtusContract ValueCHARLES K|NG CO.,NEWPORT BEACH I EAST L|DO FORCE MA|N REHAB07-25-201712-08-2018Orange County Sanitation District-Orange County San¡tation Oistrict-Founta¡n Valley, CA10844 Ellis AvenueFountain Valley, CA200329PrimeJC$355,000.00EBibayan,Fariborz DOrangeFounta¡n0.10844 Ellis AvenueOrangeFounta¡n Valley CA 92708Project ManagerBíd DateClose DateCustomerOrvner1192708+1 71496224'11 @Ltn4"**36n6Last Refrsh Date: 10-02-2020JDE JobNumberProjectStatusFinal Côntr¿ctAmountContrâctValue,Project Descr¡piionRole200330Pr¡meBibayan,Fariboz D, 1955 Workman Mill RoadCHARLES K|NG CO. -tA COUNTY I JOTNT OUTFALL B UN|T 6H TRUNK08-24-2017JC$146,977.50584Los Angeles County-Whitter,CA-1955 Workman M¡ll Road-1415' +1 5626997411Project ManagerBìd DateProject Close Date0SR'SCustomerOwne¡JDE JobNumberProjectSfãtusFinal ConfactAmountContract ValueRole200331PrimeBibayan,Fariborz DCiÇ of Cypress, CA300 E Chapman AvenueOrangeCypress CA 90630+1 714 2296740CYPRESS, CA-PROJECT200 | SEWERRELTNTNG PROJECT20011-O1-2017o3-o2-2018City of Cypress, CA' 300 E Chapman Avenue, OrangeCypress CA 90630714 2296740JC$268,435.00K, 82.3'9105263303,0105263303,866 3,866+1Bid DateClosê DãtêProjectCustômerOwnerJDE JobNumberProìectStatusFinal ContractAmountProject Descr¡ptionContract ValueRole200333PrimeDPacific Gas and Electr¡c Company(PG&E) - Avila Beach, CA-DiabloCanyon Power PlantP.O. Box 56San Luis ObispoAvila Beach CA934.?4FLUOR ENTERPRTSES, tNG -PE&G I pG&E DIABLO CANYON- UN|T 2JC$829,796.5095E0.12-12-201703-26-2018Pacific Gas and Electric Company(PG&E) - Avila Beach, CA-D¡abloCanyon Power PlantP.O. Box 56San Luis Obispo:Avila Beach CA9U24oÃËid DateCfose DateProjectPPLTotalTotafCustomerOwne¡+1 805 5465280+1 805 5465280 @)*or"*""37176Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountProject Descr¡ptionContract ValueRole20033/.PrimeDof Alhambra, CA68 S 1st StreetLos AngelesAlhambra CA 91801-3796570501'1ALHAMBRA, CA - No. N2M17-137 | CYPRESS,ESSEXFELLS,VEGA &806-12-2018City of Alhambra, CA68 S 1st StreetLos AngelesAlhambra CA 91801-3796626 570501 1JC$296,154.00597324H15597324921gìd DateProject Close DateAISTotalTotaiCustomerOwnerJDE JobNumberProjectr StatusFinaÌ ConkactAmountProject ÐescriptionContract ValueRole200335PrimePadilla, Adrian M¡guelYorba L¡nda Water D¡strict -Placentia,CA1717 Ê-MÍa Loma AvenueOrangePlacentia CA 92870+1 714 7013106YORBA LTNDA WATER DISTR|CT | 2018 SEW.MA|N C|PP,C#J2017-37501-31 -201808-03-20 1 8Yorba Linda Water District -Placent¡a,CA1717 EMva LomaAvenuei OrangePlacentia CA 92870' +1 714 7013106JC$166,1 10.902:74:5': 2;745401' 401E15.85853,2313,231Bid DateClose DateArS TotâlTotâlCuslome¡OrvnerJDE JobNumberProjectStatusContract Value ;Fínal ContractAmountRole200336PrimeDCity of Bakersf¡eld,CA-"Main1501 Tru)iitun AvenueKemBakersfield CA 93301-5270C-i-ty.. o-f Bakersf ield, CAjM ain' 1501 Truxtun AvenueKemBakersfìeld CA 93301-5270BAKERSFIELD CA, CAMPUS PARK I CAMPUS PARK AREA SEWER REHABo2-15-2014 07-26-2018JC$1,955,378.93@. o:6,8136,813Bid DateClose DateCustômerOwner661 3263781+1 661 3263781!,1!o @l*ffi*'q*'38/76Lãst Refresh Date: 10-02-2020JDÊ JobNumbêrPro.iect Descr¡ptìonProjectSlatusFinal ContractAmountContract ValueRole200337Pr¡meD1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411SOUTH BAY CITIES SANIT.D TA CO I PTAZA TRUNK SEW.REHAB,CT#5086,0241-201806-29-201 8JC$737,400.00r' 23,3,369 ,3,369Los Angeles County-Whitter,CA-, Sanitation District'1955 Workman Mill RoadLos Angeles, Whittier CA 90601-1415+1 5626997411Project ManagerÊid DateProject Clûse Date1,5141,855't:8551,514CustomerOwnerJDË JobNumberProjectFinal ContractAmountProject Descr¡ptionCont¡act VafueRoleStatus200338PrimeLong Beach Water DepartmenlLongBeach,CA+1 562 5702336LONG BEACH CA, pRJ.2(SC-0304) | SANTT.SEW. REH. pJ.2 (SC-0304):01 -1 8-201 I, Long Beach Water Department-Long, Beach,CA: 1800 E Wardlow Road: Los Angelesr Long Beach C490807-4994+1 562 5702336JC$412,886.00DH261 ,8,5908,5903243248,9148,9141 1 -09-20r IProject ManagêrB¡d DateProject Close DateTotalTotalCustomerOwnerJDË JobNumberProjectStatusContract ValueFinal ContractAmountRole200339PrimePadilla, Adrian MiguelLos Angeles County-Wh¡tter,CA-Sanitation District't955 Workman Mill RoadLos AngelesWhittier CA 90601-1415co sANr DrsT oF Los ANGELES 16 | MONTEREY HTLLS TRUNK REHAB09-04-2018JC$53,721.00367367GIq0367 ,Los Angeles County-Wh¡tter,CA-San¡tat¡on D¡strict1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415B¡d DateClose DateTotalArsTotalCuslomerOwner+1 562 6997411+1 562 69974 ,l 1367 @L*ffint"*'39/76Last Retesh Date: 10-02-2020JDÊ JobNumberProjectSiatusFinal ContractAmôuntContract ValueRoleDescription2003/0Pr¡mePad¡lla, Adrian M¡guelLake Anowhead Commun¡ty ServicesD¡strict-Lake Anowhead, CAP.O. Box 700San BernardinoLake Arrowhead CÁ.92352+1 909 3378555LAKE ARROWHEAD COMM. SVCS DIST I AOUA FR|A,/BLUE JAy SLtp L|N¡NG04:12-2014JC$268,199.001 0-1 9-201 85,3065,306q5328200 State Highway 189 Lower Village S 28200 State Highway ,t89 LowerLake Anowhead Community ServicesDistr¡ct-Lake Arrowhead, CAP.O. Box 700San BernardinoLake Arrowhead CA92352909 3378555Bìd DateCtose DateTotalTotalCustomerOwnerJDE JobNumberProjectStatusFinal CôntractAmountContract VaiueProject DescriplionRole200341Pr¡mePad¡lla, Adrian MiguelLos Angeles County-Wh¡tter,CA-Sanitation Distr¡ct1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1co sANr DrsT 2 oF Los ANGELES I OLD SCHOOL RTVER RD. PHASE 2JC$2,296,468.00?7-201812-O4-20184422,539:8561005422,5391,856167167,5,104267Los Angeles County-Whitter,CA-San¡tat¡on Districl1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 14,837Close DaleProject ManagerBid DateSTDTotãlTolalCustomerOrrynerJDE JobNumberProject ]Status lFinal CôntractAmountContract ValueRole200u2PrimeTRVTNE RNCH WTR D|ST. #07097 I MTCHELSON FORCE MA|N |MPRVMNTSBibayan,Fariborz D:o4-10-201809-06-201 Ilrvine Ranch Water Disticllwjler CA lrvine Ranch Water Districtlrv¡ne, CAJC$1,787,045.00ctU3,429 3,42915600 Sand Canyon AvenueOrangelrvine CA 92618, 15600 Sand Canyon Avenue: Orangelrvine CA 92618Project ManagerB¡d DateClose DateTotalTotalCustomerOwne¡+1 949 4535300+1 949 45353003,429 @.*otr*40t76Last Refresh Date: 10-02-2020JDE JÔbNumberContract ValueF¡nal ContractAmountProject DescriptionRoleStatusProject2003/.3Padilla, AdrianPrimeFALLBROOK PUBLTC UTtL.DtS.Fy18 | SEW.MA|NLINE&MH RELtNtNc Fy1806-13-201801-16-2019702988 :JC$259,415.00E11 ,:7029881,690 1,690 i990 E Mission RoadSan DiegoFallbrook CA 92028-2232+1 760 7281125Fallbrook990 E Mission RoadSan Diego, Fallbrook C A 92028-2232760 7281125D¡str¡ct8ìd DateProject Close DateArsïotalTotalCustomerOwnerJDE JobNumber, Project Descript¡onProjectFinal ContractAmountRoleSlatusContract Value2003/'4SubPadilla, Adrian Miguel09-07-2018GSE Construct¡on-Livermore, CAC¡tyGSE CONST., BAKERSFIELD, CA I WWTP No.2 #SC-702-004JC$303,600.00250250rËill;, o:250, 250: 6850 Preston Ave:AlamedaL¡vermore CA 94551+1 925 4470292of Bakersf¡eld,CA-"Ma¡n1 501 Truxtun AvenueKernBakersfield CA 93301-5270+1 661 3263781Project Manager8¡d DãteProject Close DateTotalTotel60CustomerOwnerJDE JobNumberProjectSlalusF;nat ContractAmountProject DescriptionContract ValueRole200345SubDCity of Los Angeles,CA-Dept of PublicCity of Los Angeles,CA-Dept of PublicWorksWorksMIKE PRLICH & SONS,LOS ANGELES I HIGHLAND PARIIEAGLE ROCK REHAB03-28-201805-09-201 IJC$274,255.00K23:440440805805368368-i1,6131 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 90015I 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 90015g¡d DateProject Ciose DateTotalTotafCustomerOwner+1 213 8475167+1 213 U75167:!'613: @Lt'-ï"**41t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountProject Descr¡ptionContrâct ValueRÕle200346PrimeDi +1 858 7486600POWAY CA,2018-2019, BrD#19-007 | 2O18-2O,t9 CMp ANNUAL REpAtR09-04-201803-27-2019Crty oJ Poway: CA13325 Civic Center DriveSan DiegoPoway CA 920&-5755858 7486600JC$237,7U.00IGT1:247 :24776.703 :189,1,215 1,215Bìd DatêClose DateProjectTotalAtsTotalCuslomer0wnerJDE JobNumberProjectSlatusFinal ContractAmountContract ValueRoleÐescription200347Pr¡meBibayan,Fariborz DLos Angeles County-Wh¡tter,CA-, Los Angeles County-Whitter,CA-Sanitation Distríct1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415I Whittler CA 90601-1415+1 5626997411+1 562699741'lCOUNry SANI DIST No. 8 - LA CO I DAVIDSON CITY TRUNK SWR REHAB10-23-201409-20- _2]019 |JC$1,758,717.70E422,939 2,9391,584 1,5S4:1204,6431204,643, Sanilation District1955 workman r,¡iir näååLos AngelesProject ManagerBid DateClose Date,qtsTotalTotalCustomerOrvnerJDE JobNumberFinal ContractAmountConlracl ValueRoleDescr¡ptionStatusProject200348SubDJ.R. Filanc Construction-'Ma¡n-Escondido, CA740 North Andreasen DriveSan DiegoEscondido CA 92029Encina Wastewater Authority-Carlsbad, CA6200 Avenida EncinasSan DiegoCarlsbad CA 92008JR FILANC CONSTRUC CARLSBAD,CA I ENCINA WASTERWATER AUTHORIry08-1 6-201 I06-21-2019516516JC$779,600.00Gil2'5165t6B¡d DateClose DatèTotalSTDTotal72CustomerOwne¡9417130+1 760 2688825 @-q*uttutttt42t76Last Refresh Date: 10-02-2020JDE JobNumberProject DescriptionProjectStatusFinal ContractAmountContract ValueRÕlê200349SubBHr ENERGY -PG&E DTABLO CANYON I CAST |RON ptpE REpAtR NUCLEAR12-03-201803-22-208585Pacific Gas and Electric Company(PG&E) - Avila Beach, CA-DiabloCanyon Power PlantP.O. Box 56San Luis ObispoJC$1,345,878.00DKq85Fluor Daniel lnc100 Fluor Daniel DriveGreenv¡lleGreenv¡lle SC 29607 -27 7 O+1 8æ2814400Av¡la Beach CA93424+1 805 54652803id DateProject Close DateManager85TôtâlTotalzuCustomerOwnerJDE JobNumberProjectSlatusFinal ContractAmountContract ValueRole200350PrimePadilla, Adrian MiguelCYPRESS, CA - CDBG PROJECT 218 | SEWER REHAB PROJECT 218,02-06-201905-17-2019C¡ty of Cypress, CA300 E Chapman AvenueOrangeCypress CA 90630+1 714 229674OJC$103,040.00671 :6718id DateClose DateProjectAIS TotâlTotalCustomêrOwnerJDE JobNumberProjectStatusContract Value lFìnal ContractAmountRole200352SubBibgvan,Far¡boz DSpiess Construction Company, lnc.-SCCI Tanks-Santa Maria, CAr ì iö Ëäii öià* n""n,äPOBox 249Santa Barbaraof Pismo Beach, CA760 Mattie RoadSan Luis ObispoPismo Beach CA 93449sPrEss coNsT. co.,PtsMo BEACH I ARROYO GRANDE BLUFF SWR PROJECo2-'14-201905-31 -201 9JC$4,9s0.00fîrl1981981lProject Manager8íd DateClose DateArsïotalTotalCustomerOwner+1 805 9375859198198 @-*on*43t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContractAmountContract Value :Role200353PrimeFariborz Dof Sofvang, CAPO Box 107Santa BarbaraSolvang CA 93464-0'107SoLVANG, CA -M|SS|ON DR. PW1 18 | SWR MA|N CROSSTNG REPATR PW1 18JC$69,994.00:03-05-201905-31-20r9Hg185'18585185C¡ty of Solvang, CAPO Box'107Santâ BarbaraSolvang CA 93464-0107+1 805 68855758id DateClose DateTôtâlAtsCustomerOwnerJDE JobNumbêrProject DescriptionProjectStatusFinal ContraclAmountContract VaiueRole200354PrimeBibayan,Fariborz DLos Angeles County-Wh¡tter,CA-Sanitation Distr¡ct1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411couNTY sANr.DrsT NO.18 LA CO I SOUTH WH|TT|ER OUTFALL PHASE 303-05-201 I11-04-20191,064JC$1,167,392.912,836:1593,900 159 ',2,995 :..':1,064 :4,059Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill Road, Los AngelesWhittier CA 90601-1415+1 5626997411Project ManagerBid DateClose DateaSR'sCustomerOr'vnerJDE JobNumberProjectStatusFínal ContractAmountContract ValueRole200359Pacific314 E.3rd. St.RiversidePerris CA 92570PrimeDPACIFTC HYDROTECH CRP,N.TUSK|N I PEACOCK RESËRVOTR TEMP. 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St.RiversidePenis CA 92570Project ManagerBid DateClose DateArsTotalTotafCustómerOwner+1 9519438803+1 951 9438803 @)t{'"it*""44t76Last Refresh Date: 10-02-2020JDË JobNumberProjectFinal ContractAmÕuntContrâct VãlueRoleStatus200360PrimeDof Colton, CA1201 S Rancho AvenueSan BernardinoColton CA 92324-3342+1 909 3705179coLToN, cA - Fy 18-19 | Fy18-19 SWR LTNTNG PROJECT05- 1 6-201 91 0-04-201 Iof Colton, CA1201 S RanchoAvenueSan BernardinoCollon CA92324-3342JC$333,921.00Gil192,4AO9't731,978 ,1,9781,1804,4091733s03508,0s0 j+1 909 3705179gid DateClÕse DãteArsTotalCustomerOwnerJDE JobNumberPfojectFinal ConiractAmountContract ValueRoleSiatus200362 SubPadilla, Adrian M¡guel: Charles King Company-San Marcos,228 Navajo StreetSan Marcos CA92078+1 760 7369990CHARLES K|NG CO., LACSD I LAKEWOOD EMERGENCY 33" PRJTJC$141,195.00o09-03-201 I373373373 373H1i: Los Angeles County-Whitter,CA-Sanitation Diskicl1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+l 562 699741 1Bid DateProject Close Dat€TôtalTotalCustomer0wnerJDE JobNumberProjectStatusFinal ContractAmountContract ValueRole200365SubCharles King Company-San Marcos,CA228 Navajo StreetSan Marcos CA 92078C¡ty of Stanton, CACHARLES K|NG CO., STANTON, CA I STANTON SWR |MPRVMNT PRJT0&19-20r9o1-16-2020JC$184,880.00q, 46 ,2,3232,3:|z1 :2,3232,323,8id DateProject Close DateManagerTotalTotalCustomerOwner+1 760 7369990+1 714 379922262 @Lt".trl'tu""45t76Last Refresh Date: 10-02-2020JDE JobNumberPfojectStatusFinal ContractÂ.môuntProject DescriptionContract Va¡ueRole200368PrimePadilla, Adrian MiguelLos Angeles County-Whitter,CA-Sanitation Distr¡ct1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 69974'11COUNTY SANI. DIST. No.2 LA CO, I JOINT OUTFALL "8" UNIT 5C:09-1 9-201 I:01-29-202OLos Angeles County-Whitter,CA-San¡tation District1955 Workman Mill RoadLos AngelesWh¡ttier CA 90601-1415+1 562699741 IJC$186,s06.s0loo loo i@,O1002O0 i100z99Project ManagerBid DateClose DateSTD TotalTotalCustomerOwnerJDE JobNumberProjectstatus lFinal ContractAmountContract ValueRoleDescription200369PrimePadilla, Adrian MiguelCity of Alhambra, CA68 S 1st StreetLos AngelesAlhâmbrâ CA 91801-3796+1 626 570501 1Crty oJ AlhambrarCA, 68 S 1st Street' Los Angeles: Alhambra CA 91801-3796+1 626 570501 1ALHAMBRA,CA- VEGA ST. EASEMENT I EMERGENCY REPAIR VEGA ST1 1-01-20r I"11-12-2Q19JC$30,380.00@, s.20820a2082083id DâteClose DãleCuslomerOwnerJDE JobNumberFínal ContractAmountContra€t ValueRoleÐescriptionStatusProject200371Prime. Pgdilla, Adlian tvtiguelLos Angeles Gounty-Whitter,CA-Sanitation District1955 Workman Mill RoadcouNw SANTTAT|oN DtsT/ rA co. I VALENCTA TRUNK REHAB D|ST 3201-13-2020JC$94,785.00235235q0jZJc ¿54,Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+lProject ManagerBid DateClose DateCustomerôwner415562 6997411 @t*"r*nt46t76Låst Refresh Date: 10-02-2020JDE JobNumberPrôjectStatusFinal ContractAmountContract ValueRole200372PrimeBibayan,Fariborz DTemescal Valley Water District-Temescal Valley, CA22646 1 eñescal Canyon RoadRiversideTemescal Valley CA 92883+1 951 2771414TEMESCAL VALLEY WATER D|ST. I TEMESCAL CANYON WATERLTNE:t 1-oa-2or 901-10-2020Temescal Valley Water Districl-Temescal Valley, CA22646 Temescal Canyon RoadRivers¡deTemescal Valley CA 92883+'l 951 2771414JC$90,141.63438H0l4gg t,Project ManagerÊid DateProjecl Close Date438438AtsTotalTotalCustomerOwnerJDÊ JobNumberPtojectStatusContract Value iFinal ContractAmountPro.ject Descr¡pt¡onRoleGann,RichardMc MINNVILLE, OR - #201&10 | FAIRGROUNDS TRUNKLINE CIPP PRJo3-13-201408-1 8-201 5' City of McMinnville, OR202191PrimeCity of McM¡nnville, OR231 NE 5th StreetYamhill97128JC$842,483.00=!il,51,7104,9971,7106,956'231 NE 5th StreetYamh¡llMcminnv¡lle OR 97128+1 5O3 4347312Bìd DãtêClose DateCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountProject Descript¡onContracl ValueRole202194SubLandis And Landis ConstructionMarylhurst- Not Ava¡lableClackamasoR 97036LANDIS & LANDTS CONST. I GRANT PARK SWR #1403050&06-2014 03-09-201sCity of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW sth AvenueRoom 1000MultnomahPortland OR 972042,3302,330541 ,u14351,697JC$158,099.30q137Project ManagerBid DateClose DateCustómerCh,únerTotal+1 503 4669043+1 503 82357522,6732,330 5,003 47t76Last Refresh Date: 10-02-2020JDE JobNumberProjectstatus ìF¡nal CÕntråciAmountContract ValueRolêDescr¡ption202196SubGann,RichardGity of Portland-Bureau ofEnv¡ronmental Svcs (BES)1 I 20 SW sth AvenueRoom 1000Multnomah: Portland Op.972O4CANBY EXCAVATTNG-PORTLAND, OR I ROSE CTTYPARKSEWERo2-11-201409-18-2015City of Portland-Bureau ofEnv¡ronmental Svcs (BES)' 1 120 SW sth AvenueRoom 1000: Multnomah:Portland OR97204+1 503 8235752JC$552,967.30r, stg1,0379,5621,7771.1231,4025t83166,1739,5621,7771,1231,402--l51831615,735:+15038235752gìd DâteClose Date10,599tL>ïotalArsTotalCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountPÍoject Descr¡ptioûContract VãlueRolePioject ManagerB¡d DateProject Close Date202197PrimePORTLAND, OR- BtD#116564 | C|PP20l4SEWERREHABo4-15-2014:10-'t6-2015City of Portland-Bureau ofEnv¡ronmental Svcs (BES)1 120 SW Sth AvenueRoom 1000MultnomahPortland OR 97204+ 1 503 8235752JC$2,368,464.006,231E:, 23oGann,R¡chard, Room 1000Multnomah: Portlând ORS72O4+1 503 82357522507452503393883393882,2]163785508682604,8612,263s086826011,0926,231CustomerOwner @lm*r*rrorun"48t76Last Refresh Date: 10-02-2020JDE JobNumberPrôjectFinal ContractAmountProject Descr¡pt¡onContrâct VelueRoleStatus202194PrimeGRESHAM,OR- | 1950'SPIPEREPLACMENTPHASE3Unknown06-03-2014 06-04-2015City of Gresham, OR City of Gresham, OR1333 NW Eastman ParkwayMultnomâhGresham OR 97030-3825503 6182633+1 5036182633JC$541,580.10Hi lssl'1191191:17311,243111,173,11911419 121535Project ManagerBìd DateProject Close DateCustomerOwne¡TotalJDE JobNumberProjectiStatusContrâct ValueFinal ContractAmountRole202199Prime: City of Portland-Bureau ofEnvironmental SvcsPORTLAND,OR - MTDDLE HTLLSDALE I RDil PTLOT PRJT. #11664006-19-2014 '05-29-2015City of Portland-Bureau ofEnvironmental Svcs (BES)1 I 20 SW 5th AvenueRoom 1000MultnomahPortland OR97204+1 503 8235752JC$1,130,665.803.164 10.190Gil202:3,16:4 ,13,35413,3541 0,1 90(BES)1 120 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 82357528id DâteClose DateCustomêrOwnerJDE JobNumberProjectStatusFinal ContractAmountContra¿t ValueRole202200Primeof Albany, OR333 Broadalbin Street SWLinn9732',1-O144o5-14-201401-16-2015 'ALBANY, OR - SS-14-01 | 2014 CURED rN prACE ptpE PRJTJC$183,1 25.0089289213Bid DateCìose DateCustomerOwnerTotal+1 54'l 9177676City of Albany, OR305892 @.*u6"**49n6Last Refresh Date: 10-02-2020JDE JobNumbêrProjectStatusFinal ContractAmountContract ValueRole202206SubCiÇ of Portland-Bureau of1 120 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752EMERY&SONSCONSTR.,PORTLAND I KENTONSEWERREHAB05-29-201408-1 9-201 5Gity of Portland-Bureau ofEnv¡ronmental Svcs (BES)1 120 SW 5th AvenueRoom 1000MultnomahPortland OR972O4+1 5O38235752JC$92,510.0014.5123't,612 1,612145123268 r 1,6121,880 ìBìd DateClûse Dale35èñsCustomerOwnerTotalJDE JobNumberContract Value lFinal CôntractAmountProject Ðescr¡ptionRoleStatusProject202207SubGann,RichardUS- Fort LewisFort Lew¡sP¡erceTacoma WA 98433MACKNAK-SAYBR JV .USACE (WA) I JT. BASE LEWIS REPAIR DAMAGED06-18-2014'. 03-27-2015372JC$1 92,942.00H14 t,3721,964 1,964z¿32237557553,314 3,314US Army - Fort -Le-v\ri:Fort LewisPierceTacoma WA 98433+l 253 9671 1 1 08id DateClose DâteArsTotâlCustomerOrrynerJDE JobNumberProjectStatusFinaÌ ContractAmountContract ValueRoìe202208SubALUTIIQ MANUFACTURING,USPFO.OR I AIR NAT GUARD#IA/912JV.14-C-OO1 O12-15-201403-05-2015US Air National Guard - Portland,ORWash¡ngtonPortland OR 97281JC$84,s00.00IGili1Gann,RichardAlutiqqPierceTacoma WA 98401648Bid DateProject Close DateCustomerOwner+1 253 9648233+1 999 9999999 @Lg##-"'-'50r/6Last Re-fresh Date: 10-02-2020JDE JobNumbêrProjectStatusFinal ContractAmountContract ValueRole202209SubGann,RichardDoyon Govemment Group-FederalWA33810 Weyerhaeuser Way S, Ste 100King98001+1 253 3¿1453001042-2015US Air Force - McChord AFB, WABldg 555, Barnes Blvd.Jo¡nt Base LewisI Pierce, McChord AFB WA 98401+1 2539A22248CHEROKEE GENERAL CORP. (USACE) | W912DW-14-D-1002/TASK No. 0004JC$192,942.003,0193,0193633631022,2542812816,019 6,01oProject Managergìd DateProject Ctose Date2,2æ102TotalArs37SR'SCustomerOwnerJDE JobNumberProjeclFinal ContrâctAmountProject Ðescript¡onContract ValueRoleStaius202210PrimeCity of Seattle,WA-*Main700 sth Avenue, Suite 1 800KingSeattle WA 98124+1 20668/.7753SEATTLE WA,26TH AVE. SW EMERG. I EMERGENCY RELINING PROJECT03-02-2015JC$s9,395.00HI03-27-2015of Seattle,WA-*Mainsth Avenue, Suite 1800Seattle WA 98124+1 206 68477531,0031,0031,003Kingâ¡d DateClose D¿teCuslomerOwner @¡-*@*""51t76Last Refresh Date: 10-02-2020JDE JobNumberFinal ContractAmountProject DescriptionContrãct VaìueRoleStatusProject202211SubCity of Wenatchee,WA-WastewaterTreatment Plant201 N. Worthen: 201 N WorthenChelanWenatchee WA 98807PIPKIN CONST.-WENATCHEE,WA I SS CIPP REHAB PRJT No. 140311-18-20140s.17-2015C¡ty of Wenatchee,WA-WastewaterTreatment Plant201 N. Worthen201 N WorthenChelanwA 98807JC$70,323.60Gann,RlchgrdH70i1,7981,798477477:,2,275 :+1 509 6643382+1 509 6643382gìd DateProject Close DateAISTotalïotalCustomerOwnelJDE JobNumberProjectStatusFinal ContractAmountProject Descript¡onCont€ct Value iRole202212PrimeGann,RichardGity of Seattle,WA-"Main700 sth Avenue, Suite I 800KingSeattle WA 98124+1 20668/.7753SEATTLE, WA -2013 -REB|D I REL|N|NG CNT.#1, pW20.14-09312-17-201401-09-2016JC$373,993.80H... 15'!3053054,5554,555 ;317 l765City of Seattle,WA-*Main700 Sth Avenue, Suite 1800King, Seattle WA 98124+1 206 6847753401951,3174,8606,177 :8id DãteProject Close DateArsuQTotalTotal18CustomerOrvner @.purmnn.52176l¡st Reftesh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmountProject Descr¡p1ionRoleContract Value202213SubGann,RichardCity of Portland-Bureau ofEnv¡ronmental Svcs (BES)1 120 SW sth Avenue, Room 1000MultnomahPortland OR97204+1 503 8235752MOORE EXCAVATTNG,ME| J#4371-OC I SW VENT&CAPACTTY rMpR,p#E1o12108-28-201401-08-2016'137JC$181,274.00K3137260 260397 397City of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW Sth AvenueRoom 1000MultnomahPortland OR 97204+1 5O3 8235752Bid DateClose DateProjectTotâlCustomerOwnerJDE JobNumberDescriplionProjectStatusFinal ConkactAmountContract ValueRole202214Pr¡meRizo, Roberto Jof The Dalles, OR1215 West 1st Street'WascoThe Dalles OR 97058-3500+1 541 2965401DALLES, OR - #201s-003 | 2015 SS Ctpp LtNtNG0$.31-201s09-04-201 5City of The Dalles, OR1215 West 1st StreetWascoThe Dalles OR 97058-3500+1 541 2965401JC$286.644.20H1281Q824,2637328703931,3824,263870393 ,7327,640,6407Bid DateProject Close DateArsTotalCuslomerOwnerJDË JobNumberProjectFinal ContractAmounlContract ValueRoleStatus202216SubRizo, Roberto JDepartment of Transportation - Stateof Oregon€alem,OR.455 Airport Road, Build¡ng KMarionSalem OR 9730105-07-201 5455 Airport Road, Building KMarionSalem OR 9730109{4-2015 lLADUKE CONSTRU.,DOUGTAS COUNTY I OR38:CULVERT&FISH PASSAGE UPGRJC$301,246.00Gq. 0,'r,3901,390111111Prqect ManagerBid DateClose DateAts ïo¡alTotalCustomerOwner503 9866936+1 503 9866936- State1150,1 I 1:501 j @.*o**53t76Last Refresh Date: 10-02-2020JDE JolrNumberFinal ContractAmôuntProject DescriptionContract VaiueRoleStatusProject202217SubRizo, Roberto JCity of Portland-Bureau ofI Environmentaf Svcs (B-ES)1 l20 SW sth AvenueRoom 1000I Multnomah' Portland OR 97204:_..--+1 503 8235752MOORE EXCAV.(MEI),PORTLAND OR I BALCH CONS.CONDUIT SUPPORT19-2015JC$133,700.001 0-l 6-201 5194194@o194, C¡ty of Portland-Bureau ofEnvironmental Svcs (BES): 1 120 SW Sth AvenueRoom 1000MultnomahPortland OR97204+'l 5038235752Project ManagerBid DateClose DâteïotâlTotalolCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountContract ValueRole202214SubRizo, Roberto JGresham, OR1333 NW Eastman ParkwayMultnomahGresham OR 97030-3825MOORE EXCAV.dba IRON HORSE GRP I SE JUNIPER PIPE& LATERAL REHAB05-27-201510-09-201 5C¡ty of Gresham, OR1333 NW Eastman ParkwayMultnomahGresham OR 97030-3825JC$48,257.00H3l:1,210':1, _Z1o+1 503 6182-633 . +1503 61826333ìd DateCtose DateTotatTotalCustomerOrrynerJDË JobNumberProjectSlatusFìnal ContractAmountContract VãlueRole202220Pr¡meR!zo, Roberto JBP-Blaine,WA-Cherry Po¡nt Refinery4519 Grandview RoadWhatcomBlaine WA 98230BP WEST COAST PRODUCTS, LLC I OtLy WATER-CHERRY pT FACtLtry3-201 509-1 5-2015764 :764, B P-B f ai ne,WA-Cherry-- Point Refi nery'.4519 Grandview RoadWhatcomBtajnewA 98230JC$286,1 00.00q: 0lProject Manager3id DateClose DãteTotaIArsTotalCustomerOwner+1 360 371 1258+1 360 371 1258 @**tn*nt54n6Låst Refresh Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContrãciAmountProject DescriptionContract ValueRole20222'lPrimeRizo, Roberto JCiÇ of Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223RENTON - WA- CAG-15-149 I CASCADE TNTERCEPTOR-PHASE ¡tJC$687,583.8s08-04-201 s1-25-20170Glt2C¡ty of Renton, WA1055 South Grady WayKingRenton WA 98055-213243072233,00'14,880Prûject ManagerBìd DateClose DateCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountProject DescriptionRoleConlract Value202222SubWa450 1 10th Avenue NEK¡ngBellevue WA 98009+1 425 4514494MtD MOUNTATN CONTRACTORS,TNC. I WTLBURTON SWR |MPVMNTSJC$70,000.00H'Rizo, Roberto J'os-zo-2ots os-2s-2016City of Bellevue, WA450 1 10th Avenue NE: P.O. Box 90012, K¡ngBellevue WA 98004+1 425 45269972152150!2't528id DateProjectDateArsTotatTotaìCustomerOwnerJDE JobNumberProjeclSiatusFinal ContractAmounlProject Descr¡p1ìonContractValue IRole202223PrimeCity of Longview, WA1525 BroadwayCowliELongview WA 98632LONGV|EW, WA#15-1925-S I 15rh AVE/TENNANT WAy SS LTNERSJC$2s5,584.00iRlzor Rob€rto J 07:21-2015-I 0-30-201 5:462:950462:950 iH211,412 1,412C-ity of -Longv,ie,w, W-A1525 BroadwayCowli2' Longview WA 98632+18id DateProj€ct Close DateTotalSTDTotãlCustomerôwner+1 360 4425215360 4425215 @.tffi55t76Last Refresh Date: 10-02-2020JDE JobNumberProjectFinal ContractAmountProject Descr¡ptionRoleStatusContract Value r202224Prime1 535STLVERTON, OR-2015 | 20l5SS C|PP PROJECTJC$243,644.00clrl28)Rizo, Roberto Jof Silverton, OR830 Mccla¡ne St1 9-201 5City of Silverton, OR830 Mcclaine StMârionSilverton OR 97381-1 535: +1 503 87386712-11-2015 :7187181,715,,'t,7152,433 2,433Bid DateProject Close DateTotâlAtsTotal18CustomerOwnerJDE JobNumberProjeetFinal ContraclAmountProject Descr¡pt¡onContract ValueRoleStatus202225PrimeRjz!: Roberto J¡ Clty ol Mount Vernon, WA: 1024 ClevelandSkagitMount Vemon W¡.98273: +1 360 3366204MOUNT VERNON, WA (2015) | STORM SWR LINING PRJT No 15-308-25-2015 12-19-2015WA: SkagitMount Vemon WA 98273+1 360 3366204JC$456,002.00ßIt45,2632632,019' 2,0192,7768582,776858479828828,7,223 7,223Bid DateClose DaleTotalTotalCustomerOwnerJDË JobNumberProjectFinal ContractAmountContract ValuêRoleSlatus202226PrimeR¡zo, Roberto JC¡ty of Eugene, OR244 E Brcad\nayLaneEugene OR 97401:2727+1 541 6425241EUGENE, OR+4970 | 2015WWREHAB.#2016-00008to9-22-2ois03-18-2016JC$691,072.00K'1 2!o:-2OR244EBrcadwayLaneEugene QR974Q1-27271732521719,5798id DateClose DateManagerILS TotalTotalCustomêrOwner, +1 541 6825241't6,327 @tgg**56t76Last Retresh Date: 10-02-2020JDÊ JobNumberProject IStatus iFínai ContractAmôuntProject DescriptionContract ValueRole202227PrimeS|LVER LAKE W&S D|ST.SNOHOMTSH | 2015 SAN|TARY SWR REHABR¡zo, Roberto J1 0-1 5-201 505-20-2016Silver Lake Water and Sewer D¡strict , S¡lver Lake Water and Sewer DistrictJC$532,248.00E) 1zt.3,2143,2143203,534320; 3,5342210 132nd SESnohomish, Everett WA 982082063373642210 132nd SESnohomishEverett WA 98208+1 2063373æProject ManagerB¡d DateProject Close DateCuslomerOwnerJDE JobNumberFinal ContractAmountContract ValueRoleProjectStatusProject202228SubMtD MOUNTATN CONTRACTORS,TNC. I LESCHT CSO RETROFTT pHS.2Rizo, Roberto J06-1 0-201 505-26-2016Seattle Public Ut¡l¡ties-Seattle,WASeattle Public Utilities-Seattle,WAJC$301,775.00181,5781,3302,9081,5781,330 ,:2,926,18700 Fifth AvenueSu¡te 4900K¡ngSeattle WA 98124+1 206 3861834, 700 Fifth Avenue: Suite 4900King:SeattleWA98124+1 206 3861834Bid DateProject Close DateSTD IotalTotâlCustomerOwner¡ñÊ t^ÀNumberProjectStatusFinal ContractAmountProject DescriptionContracl ValueRole202229SubR¡zo, Roberto JLandis & Land¡s Construction. lncPOBox50ClackamasLANDTS & LANDTS CONS.TTLLAMOOK | 2015 SEWER REHAB, PROJECT#106{3-2!16JC$156,314.001,6611,661H311661 :1,661C¡ty of T¡llamook, OR210 Laurel AvenueTillamookTillamook OR 971 41 -2312oR 97036Bìd DãteClose DateTotalTotalCustomerOwner: +1 503 4669043 +1 50! 8422!72 @*wærmrun'57176Låst Refresh Date: 10-02-2020JDE JobNumberI ProjectFinal CôntractAmountContract ValueRoleStatus202230SubR¡zo, Roberto JCiÇ of280 Mad¡son Ave. NKitsaplsland WA 98110+'l 206 8422016SETON CONSTRUCTTON,BATNBRTDGE I W|NG POTNTWAY,C#STPUS-6702001JC$117,210.00H10-20-2015r03{8--20JGity of Bainbridgelsland,WA, 280 Madison Ave. N, KitsapBa¡nbridge lsland WA 98110+1 2068/.2201662,223:, 2,2231,104'1,'to43,327 3,32728lsland,WABìd DateClose DateProjectArsTÕtalTotal10ICustomerOwne¡JDE JobNumberProjectStatusF¡nãl ContractAmountProject DescriptionContract ValueRole202231PrimeBech Jeffrey MCity of Reedsport, OR451 WinchesterAvenueDouglasReedsport OR 97 467 -1 521+1 541 2713603REEDSPORTOR, 2015PROJECT | 2015SEWER REHAB PROJECT10-28-2015C¡ty of Reedsport, ORJC$74,865.00:03-01-2016TFFil14:1,2211,2215765761,797, 1,797: ;äìWinchester AvenueDouglasReedsport OR 97 467 -1521+1 541 2713603Bid DateClose DateTotalCusÌomer0wnerJDE JobNumberFinal ContractAmounlContract VãlueStâtusPro,jectRole202232PrimeSHORELINE, WA - BID No. 8346 I CIPP STORMWATER REPAIR PROJECTJC$4r3,953.00J610-21-20162,1862,186,,777777,CiÇ of Shoreline WA1519 NE 177 StreetK¡ngShoreline WA 98155City of Shorel¡ne WA1519 NE 177 StreetKingI Shoreline WA 98155Pro.iect ManagerPraject Close DateBidArsïotalTotaf18CustomerOwner+1 206 3628100+l 206 36281002,963 i 2,963 @-rr¡*çrænt5An6Låst Refresh Date: 10-02-2020JDE JobNumberProjectSiatusContract ValueFinal CÕntractAmountProject DescriptionRole202233PrimeR¡zo, Roberto JRenton, WA1055 South Grady WayRenton WA 98055-2132+1 425 4307223ROAD CONST. NORTHWEST, rNC. I CONT.#CAG-15-118 RELTNE/UPS|ZE08-26-2016JC$90,588.50K2659KingK¡ngof Renton, WA1055 South Grady WayRenton WA 98055-2132+1 425 4307223gìd DateClose Date659TotalArsïotalCustomerOwnetJDE JobNumberProjectStatusContract ValueFinal ContractAmountProject ÐescriptionRole202234PrimeRizo, Roberto JC¡ty of West Linn, OR2042 8th Ave2042 8th AvenueClackamasWest Linn OR 97068+1 503 6566081wEsT L|NN, OR (2016) | SANTTARY SWR REHAB.-PW-15-0602-24-201609-1 8-20r 6City of West Linn, OR20428th Ave2042 8th AvenueClackamasWest Linn OR 97068+1 503 6566081JC$982,612.40H24712,25012,2508,9183,1 l83,11836036024,646 24,646Project ManagerBid DateProJect CloseArsTotälCustomerOwnerJDÊ JobNumberProjectStatusFinal ContractAmountRoleContract Value202235SubRizo, Roberto JSewer D¡strict3030 S. 240th StreetKingKent WA 98089LASER UNDERGROUND & EARTHWORKS I MtDWAy SWR DIST-DES MO|NES, WA01-2'l-2016 05-26-20't6789' 789Midway Sewer District3030 S.240th StreetKingKent WA 98089JC$123,142.OOH56Project Managerg¡d DateClose DateTotaÌTôtatCustomerOwner+1 2068244960+-1 2!6 82214960 @**ot nrorrrr"59n6Last Refesh Date: 10-02-2020JDE JobNumberProjectStatusFinal CôntractAmountContract ValueRoleProject202236PrimeRizo, Roberto JClark Reg¡onal Wastewater D¡strict-Vancouver,WA8000 NE 52nd CourtP.O. Box 8979ClarkVancouver WA 98665CLARK REGIONAL WASTEWATER I UPPER SALMON CRK#9}2016.001703.03-201612-29-2016JC$484,684.202,1312,1313/16,2,477+1360 7505876Clark Regional Wastewater District-Vancouver,WA, 8000 NE 52nd CourtP.O. Box 8979Clark, Vancouver WA 98665, +1 360 7505876Project Managergid DateProject Close Date5SR'SCustomerOwnerJDE JobNumberProjectStatusFinal ContractAmountContiact ValueRole202237Pr¡me:Rizo, Roberto Jof Edmonds, WA121 5thAve N121 Sth Avenue NSnohomishEdmonds WA 98020EDMONDS, WA - 2015 (E4GB/C456) | CTTYWTDE Crpp SEWER REHAB PRJT:03-22-201610-28-2016JC$917,538.00E77,lcityof Edmonds, WA121 sth Ave N121 sth Avenue N, SnohomishEdmonds WA 98020+1 4257710220+1 42577102203¡d DateClose Dã1eProjectTotatt3TotalCuslomerOwner @-****60t76Lâst Re-fresh Date: 10-02-2020JDE JobNumberFinal ContractAmountì ProlectContract ValueRoleStatusProject202234Rizo, Roberto JSuite 4900KingSeattle WA 98124+1 206 3861834PrimeSEATTLE, WA -2014 -REBTD I RELTNTNG CNT.#3, PW2015-06103-05-201 7Seattle Public Util¡ties-Seattle,WA700 Fifth AvenueSuite 4900KingSeâttle WA 981243861 834JC$907,773.00WA4204205,1985,1 9868211415381143415:5r686-6162,5Projêct Managergìd DateClose DateAtsILS : Total24Total169SR'sCustomerw-nerJDE JobNumberI ProjectI StatusFinal ContractAmounlProject DescriptionContract ValueRole202239Pr¡me:Rizo, Roberto Jof Tacoma, WA-*Main Location City of Tacoma, WA-*Main LocationTACOMA WA,201 6A,P#ENV.04014-1 0 | WW SEWER REH.SPEC#ES16-0058F05-31-201602-21-2017JC$626,039.00i90 , 7,878H???,8,018837837City2201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 59155881162201 Portland Ave2201 Portland Avenue' Piercei Tacoma WA 98409+1 253 59155887132:0:?1 :Project ManagêrB¡d DaleClose DâteAIS ] iLSTÕtalTotal18CustomerOwne¡JDË JobNumberProjectStatus i ContractvalueFinal ContractAmountPrôject Ðescr¡ptíonRole202240PrimeRizo, Roberto JCity of Federal Way: WA33325 8th Avenue SKingFEDERAL WAY,WA ( RFB#16-007) | SW 320th & S. MARTNE H|LLS WAY07-o7-201601-26-2017of FederalWA33325 8th Avenue SKing, Federal Way WA 98063-5006JC$60,535.00E2233233i*1Project ManagerBíd DateClose DateAt5ïotalTotalCuslomerOwner253 8352700+1 253 8352700233 233 @L*s***'61t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStaiusFinal ContractAmountProject DescriptionContract ValueRole202241SubRizo, Roberto JPort of Seattle, WA271'l Alaska WayGeneral Offices - Pier 69KingSeattle WA 98121-1107+1 206 9885530PORT OF SEATTLE, WA -U00050 | T-46 C|PP STORM -SW-03t871708-1 8-201 608-01-2017Port of Seattle, WA2711 Alaska WayGeneral Offices - Pier 69K¡ngSeattle WA 98121-1107: +1 206 9885530JC$228,7s0.00K.08687871"73 t. :!73Project ManagerBid DateCtose DateAtòTot¿lTotafCustomerOwnerJDE JobNumberProjectStatusContract Value IFinal ContractAmountRoleProlect202243PrimeRjzo, Roberto Jof Newport, ORSW Coast HighwayLincolnNewport OR 97365| +1 U1 5743376NEWPORT, OR - 2016 REPATRS I C|TY OF NEWPORT 2016 Ctpp SWR08-31-201610-06-2017Newport OR 97365+1 U1 5743376JC$311,498.60421H:3421725421725725 1,'t46Bid DâteProject Close DatecoMTotalcustomerOwnerJDË JobNumberFínal ConlraclAmountContract ValueRoleDescriptionStatusProject202244PrimeRizo, Roberto JCounty of King, WAKSC-NR-0503 201 South Jackson StreetKsc-nr-0503 20'l South Jackson StreetKingSeattle WA 98104K|NG COUNTY, WA #C01096C16 | KENT UTrLtTy LOCAL |MPRVMNTrG.06-201602-22-2017ofKSC-NR-0503 201 South Jackson StreetKsc-nr{503 201 South Jackson StreetKingSeattle WA 98104JC$265,221.000423 423.:423 423!!id DateClose DateSTD r TotalTotalCustomerOwner+1 206 6841280+1 206 684'1280 @,ffiF*62t76Last Refr$h Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContractAmôuntProject DescriptionContrâct ValueRole202245PrimeRizo, Roberto J,WA4500 SE Columbia WayClarkVancouver WA 98668+1 360 6968008VANCOUVER, WA (Bid #16-24) | NW 20TH Sï./STMPSON SWR1A-O4-201604-19-2017ofVancouver, WA4500 SE Columbia WayClarkVancouver WA 98668+1 360 6968008JC$288,679.00@.351,6664281,6664282162162,310 2,310'Bid DateProject Cfose DateTôtalAt5TotalCustomerOwnerJDE JobNumber1 ProjectF¡nal ContractAmountContract ValueRoleStatus202246Pr¡meRizo, Roberto Jof Medford. OR: 411 West 8th StreetI JacksonMedford OR 97501-176600MEDFORD OR, 2017 PROJECT I 201 7 \ ^¡V COLL. SYSTEM REHAB12-15-201605-12-2017Gity of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+1 541 7742100JC$492,218.00E3163,6749,6213,674'qis9,6215921904253995921902001,606 13,29514,g01B¡d DateClose Dat€Total30Customer0wnerJDE JobNumberProjectSlatusFinal ContrãctAmountContract ValueRole202247SubRoberto JCity of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW sth AvenueRoom 1000MultnomahPortland OR 97204MOORE EXCAV.(ME|),PORTLAND OR I HUMBOLDT SWR REHAB. #4437-OCJC$569,441.0006-12-2018K35108-25-20'16' C¡ty of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW 5th Avenue. RoÕm 1000MultnomahPortland OR 9720432Q ,:4,4534,2834,603'1,4781,478B¡d DateClose DateCustômêrOwner+1 503 A235752+1 50382357527,248 4,28311 ,531 @-au**63t76Last Refresh Date: 10-02-2020JDE JobNumt)êrProjectStatusF¡nal ContractAmountContract ValueRole202248SubRjzo: Robelo JTNTERWEST CONST. rNC. I JOB#1 116 - SR203 SAFEFW tMpVM09-02-2016 t 02-23-2018WA: 14525 Main St. NEP.O. Box 1300KingDuvall WA 98019+1 4257880257JC$1 34,000.00q: 7:1,6481,648,1,913: c¡tyof Duvall, WA14525 Main St. NEP.O. Box 1300KingDuvall WA 98019+1 4257a80257Bid DateClose DateProjectAISSTDïotalTotalCustomerOwnelJÐE JobNumberProjectStatusFinal ContractAmounlPEecl DescriplionContrãct ValueRole202249PrimeRizo, Roberto JRenton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223RENTON WA,RENTON HIGHLANDS pH1 | SEW.&MH REHAB pHl,p#1 /Wp2703887,0:!:l0-201707-12-20173,4211,U5of Renton, WA1055 South Grady WayKing; Renton WA 98055-21325,503+'l 425 4307223JC$1 ,159,290.80K725'69069025,995' 29,816Bid DateProject Close DateILS , TôtalCustomerOwnerJDË JobNumberProjectStatusFinal ContractAmountContract ValueRole202250SubRizo, Roberto Jof Longview, WA1525 Broadway98632ADVANCED EXCAVATTNGLONGVTEW WA I 12'EMERG.SEWER REHAB, FtR ST:01-26-201702-13-20'17320JC$51,880.00320E0r320 320B¡d DateClose DateManagerSTD TotalTotalCusiomerOwner15 @m***64t76Last Refresh Date: 10-02-2020JDË JobNumberFinal CôntractAmountProject Descr¡pt¡onProjectContract ValueRoleStatus202252SubFORMA CONST. CO., EVERETT, WA I Ctpp SWR ptpE LtNtNeRizo, Roberto J02-15-2017City of Everett,WA-Everett PublicCiÇ of Everett,WA-Everett Public,WorksJC$143,700.00E: 0l70707070Works3200 Cedar StreetSnohomishEverett WA 98201+1 4252577210StreetEverett WA 98201+1 4252577210Bìd DateProject Close DateTolalTotalCustomerOwnerJDE JobNumberFinal ContractAmountContract ValueRoieStatusProject202253PrimeFEDERAL WAY,WA ( RFB#16-011) | MARTNE HTLLS STORMWATER RpAtRJC$864,589.50City of Federal Way, WA33325 8th Avenue SKingFederal Way WA 98063-5006' +1 253 835270001-17-201702-23-2018City of Federal Way, WA33325 8th Avenue SKingFedelal Way W-A 98063-5006, +1 253 8352700J131448 ;1,339K. u,13,4481,339:I ,596 1,59616,383, 16,383B¡d DateClose DateCustomerOwnerJDE JobNumberProjectFinal ContractAmountContract VafueRoleÐescriplionSlatus202254PrimeWEST LINN OR,2017,PW-16-06 | SAN|TARY SWR REHAB.-PW-16-0602-01-201710-23-2017C¡ty of West Linn, OR2042 8th Ave2042 8th AvenueClackamasWest Linn OR 97068JC$1,253,497.50JHt 454C¡ty of West Linn, OR2042 8th Ave2042 8th Avenue194 ;5,09S ; 28,12528,12528j25Project Manager3ìd DateProject Close DateCustómerOwner+1 503 656608133,223: @,*ut*"ro.*65/76Last Refresh Date: 10-02-2020JDE JobNümberProjectStatusContract ValueFinal ContractAmountRole202255Pr¡meGRESHAM, OR-2017 | 2017 REHAB. Ctp#31770003-21-201707-10-2017of Gresham, OR1333 NW Eastman ParkwayMultnomahGresham OR 97030-3825+1 503 6182633JC$356,ss4.00JH: log5,0875,0871,085l,0856,1726,172Project ManagerBid DateCtose DateCustomerOwnerJDE JobNumberContract ValueFinal Cont¡actAmountRoleStatusProject202256PrimeRizo, Roberto JCiÇ of Reedsport, OR451 WinchesterAvenueDouglasReedsport OR 97467 -1521+1 541 2713603REEDSPORT OR,2016t2017 PROJECT | 2016t2017 SAN|TARY SEWER PROJ.JC$100,500.0071 0-08-201 I131355846131360360355846Cltv of451 WinchesterAvenueDouglasReedsport OR 97 467 -1521+1 541 27'13603Bid DateProject Close DateTotalTôtalCustomerOwnerProjectStatusFina¡ ContractAmountJDE JobContract ValueNumber Roìe202257PrimeRoberto JCity of Longview, WA1525 BroadwayCowliÞLongv¡ew WA 98632LONGV|EW, WA- 2017 EMERGENCY I HEMLOCKI6TH, 17TH & 18TH AVEJC$1 58,s87.00q004-04-201706-29-2017CiÇ ofLongview,WA1525 BroadwayCowliÞLongview WA 98632+1 360 4425215845845845845Bid DateProject Close DateManagerÌAIS TotalTotalCustomerOrvner+t 360 aazp2ls @}.ffif"*'66r/6Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusFinal ContractAmôuntContrãct ValueRole202258SubRizo, Roberto Jof Tillamook, ORLANDTS & LANDTS CONS.TTLLAMOOK I STTLLWELL & MA|N SEWER REHAB,0&16-201605-18-2017City of Tillamook, OR210 Laurel AvenueTillamookoR97141-2312JC$41,937.00751Ei107517511-2312Bid DateProjecl Clos€ DateTotalSTDTotalICustomer0wnerJDE JobNumberProjectStatusFinal ContractAmountProject DescriptionContract ValueRole202259Pr¡meRoberto JCiÇ of Ellensburg, WA501 N Anderson StreetK¡ttitasEllensburg WA 98926+ l 509 9627230ELLENSBURG, WA#2017-04O I Ctpp L|NE- BtD CALL #2014-04003-28-2017 0&1City ofWA501 N Anderson StreetKitt¡tasEllensbuls WA 989-26+1 509 9627230JC$129,078.00rßHil48,2,4042,4044464462,8502,850Bid DateClose DateProjectAI5TotalTotalCuslomer0wnerJDE JobNumberProjectSlatusF¡nal ContrâctAmountConlract ValueRoleDescription202260PrimeMille¡ Daren ACity of Tacoma, WA-*Ma¡n Location220'l Portland Ave2201 Portland AvenuePierceTACOMA,WA 2017G, I WW SEWER REH.SPEC#ES17-OOO2FJC$1,016,724.0006-07-201704-02-2018Gq, 1617,7701,0567,7701,056, Cjtv of T-acoma, WA-lMain Locat¡on2201 Portland Ave2201 Portland Avenuer PierceTacoma WA 984094,084 4,084621621590. 59014,12121Project ManagerB¡C DateClose DateïotalAISTotalCuslomerOwner'+1 253 591558814, M67t76Last Refresh Date: 10-02-2020JDE JobNumberFinai ContractAmountDescriptionProjectStatus ContractValueRole202261SubMiller, Daren ACity of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752MOORE EXCAV.(ME|),PORTTAND OR I WOODTAWN-KING ST. SEWER REHABJC$280,512.00K: 225)o5-10-201709-05-2018C¡ty of Portland-Bureau ofEnvironmental Svcs (BES)1 120 SW Sth Avenue, Room 1000MultnomahPortland OR 97204+1 50382357522,551 : 2,5512,O012,001,599tt,151 :6,15'lPioject ManagerB¡d DatêProject Close DateTotal12TotalCustomerOwnerJDE JobNumberProjectFinal ContractAmountProject DescriptionContract ValueRoleStatus202262Pr¡meCity of Portland-Bureau ofEnvironmentalsvc¡ (BES)1 120 SW sth AvenueRoom 1000MultnomahoR 97204' +1 s:o:g g2ts7s2MOORE EXCAV.(ME|),PORTTAND OR I 2017 MT. SCOTT - #4465_OC02-28-201701-23-2018City of Portland-Bureau ofEnvironmentalI 120 SW Sth AvenueRoom 1000MultnomahPortland OR97204+1 503 8235752JC$174,604.00ADaren7O2 1,702F:77361 : 361260,261260.261 :Project ManagerB¡d DateProject Close DateArsTotalCusìomer0wne¡ @rt¡t*-"e**68/76Last Refresh Date: 10-02-2020JDE JobNumberFinal ContraciAmountContrâct ValueRoleDescriptionr Cro¡ectSlatus202263PrimeMiller, Daren Aof Sedro-Woolley, WA720 Murdock StreetSkagitSEDRGWOOLLEY, WA 2017-pW-16 | 2017 SANITARY SWR Ctpp PRoJECTJC$322,721.OOH, 216clty01-26-2018WA1,397r 1,3979,2619,26129710,955 1City oJ Sedrc.Wlolley:720 Murdock StreetSkagit, Sedro WA 98284-1426+1 360 8561 100Project ManagerBid DateClose DateTotâlAISTotalCustomerOwnerJÞE JobNumber, Projectr StatusFinal ContraclAmountContract ValueRole202264Miller, Daren A+1 503 6394171PrimeTIGARD, OR - PACIFIC HWY I PACIFIC HIGHWAY SS LINEo*14-20't703-24-2018C¡tyofOR13125 SW Hall BlvdWashingtonoR97223-81M+l 5036394171JC$134,0r6.00H16,3,5393,539 3,539Bid DateProjectDateArsTotatCuslomer0wnerJDE JobNumberProjectSlatusF¡nât ContractAmountContract VãlueRoleÐescription202265SubJames MichaelCity of Beaverton, OR127255W Millikan WayWash¡ngtonBeaverton OR 97076-4755TRENCH LINE EXCAVATING I SETTLER WAY SWR. BEAVERTON, ORJC$288,855.6910-18-201702-27-20181A19 :2,O11769s95376 ,.)5,170El 57 l1,4192,011 :,769595376City of Beaverton, OR127255W Millikan WayWash¡ngtonBeaverton OR 97076-47553,751 1,a19 i8id DaieProject Close DateManagerrLsTotalTotalCustomerOwner+1 50352622235035262223 @.ffiF*'69/76Last Refresh Date: 10-02-2020JDE JobNumberFinal ContrâclAmountContract VaiueRoleStatusProject202267PrimeiMiller,r Daren ABP-Blaine,WA-Cherry Point Refinery4519 Grandview RoadWhatcomBlaine WA 98230+1 360 371 1 258BP WEST COAST PRODUCTS, LLC I OWS L|NE FROM 40$9-pO C266985JC$195,000.00130 ,130130H01147-201712-22-2017BP-Blaine,WA-Cherry Point Refi nery4519 Grandview RoadWhatcomBlaine WA 98230+1 36037'11258Project Close DateProjectDateAlsTotâlTotalCustomerOwnerJDE JobNumberProjectStatusFinal ContrâctÂmountRoleContract Value202269SublMo¡¡is, James Michaef: Tapani Underground, lnc.i'. tSO¿ Se 6th PlaceBattle Ground WA 98604TAPANI INC, WINLOCK WA I WINLOCK INFLOW & INFILTRATION11-15-201710-1 0-2018City of Winlock, WA323 NE 1st St.LewisWinlock WA 98596JC$226,096.90H2,626218€15,4872,7963,0255,821 ,: 32t170164 ,334360 6871 148360 5505289Bid DateC¡ose DateSTDTotalArsTotafICustomerOwnerJDË JobNumberPro.jectSlatusFinal ContractAmounlContract ValueRole202270PrimeMonis, James MichaelRogue Valley Sewer Services-CentralPoint,OR138 West Vilas RoadJacksonCentral Point OR 97502ROGUE VALLEY SEWER SVCS,FY2018 | Fy2018 Ctpp PROJECTS-J27So2-'16-201804-20-2018JC$347,946.001,6311,631464118 ,1,3191,768:1:31e:1,7684,718:Rogue Valley Sewer Services-CentralPo¡nt,OR: 138 West Vilas Road, JacksonCentral Po¡nt OR 97502gid DateProject Close Dat€ManagerTotalTotâlCustomerOwner+1 541 6646300+1 541 6646300 @ao¡**70t76Last Refresh Date: 10-02-2020JDË JobNumberProjectStaiusFinal ContractAmôunlProject DescriptionContract ValueRo¡e202272PrimeMorris, James MichaelCity of Bell¡ngham, WA-Lottie St210 Lott¡e St210 Lottie SfeetWhatcomBellingham WA 98225+1 360 6766961FABER CONSTRUCTION, BELLINGHAM I COLUMBIA NEIGHBORHOOD WATER,01-09-201806-28-2018JC$143,521.00E1l246246189424424859 ,189of' 210 Lottie St, 210 Lottie StreetWA-Lottie St98225gìd DåteClose DateManagerCustomerOwne¡JDE JobNumberProjectStatusFinal ContractAmounlProject DescriptionContract ValueRole202273PrimeJames Michael, Crty of Newberg,OR414 E 1st StYamh¡llNewberg OR 97132-2993+1 5O3 5371240NEWBERG, OR #706301 | WW LtNtNG & TATERAL GROUTTNGo2-15-241406-13-201 ICity of Newberg, ORI 414 E 1st StYamhilloR 97132-2993+1 503 5371240JC$244,392.68FITil' 96.4,6444,6444,644315315315 ¡ 419-59-:Bid DateProjeôt Close DateProjectCustomerOwnerTotalJDÊ JobNumberProjectStatusFinal ContractAmounlContract ValueRoleProject202275PrimeJames MichaelCity of Eugene, OR244 E Broadwayr LaneoR97401-2727EUGENE,OR- #5050 | 2017lv¡f'N REHAB.#2018-0001603-23-201811{1-2018ofOR244EBroadwayLaneoR97401-27272878,0088,2953843U602602JC$385,592.00E811,273: 8,008 :Bid DateProject Close DaleProjectCustómerOwner+1 541 6825241+1 541 68252419,281 71t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContractAmountContract ValueRole202276PrimeMoris, James MichaelCity of Bremerton,WA3027 Olympus Drive: Kitsap'BremertonwA 98s10360 47323ilBREMERTON WA, 20 18 REHAB | 2018 SEW.REHAB EAGLE & SPRUCE05-r0-201810-07-2018JC$777,256.00K: 2089,308 ,t)t)Jbb52229,3087242221,387724: 111580ofWA3027 Olympus DriveK¡tsapBremerton WA 98310+1 360 4732354Bìd DateProject Close Date15TotalCuslomerOwnerJDÊ JobNumberHfolecl lStatus 1Final ContraclAmountContract ValueRoleProject202277PrimeMorris, James MichaelCity of lssaquah, WA1775 12th Avenue NWKinglssaquah WA 98027+1 4258373r'00ISSAQUAH WA,PROJ#SEWR18OO1 I 2018 SEWER MAIN REHAB05-01 -20 t 8,08-17:2918 :of WA1775 l2th Avenue NWKinglssaquahwA 98027+1 425 83734OOJC$292,990.00E1179,0579,0579,057Bid DateClose DateTôtalArsITotalCustomerOr¡¡nerJDE JobNumberI erqectFinal ContractAmountContract ValueRoleÐescr¡pt¡onSiatus202278PrimeMonis, James MichaelCity of Bend,OR"Main709 NW Wall St.DeschutesBend OR 97701BEND,OR#1SPIR I PLANTINTERCEPTORREHAB'0í07-2018'02-15-2019City of Bend,OR*Ma¡n, 709 NWWall St.DeschutesBend OR 97701JC$5,502,663.00E21,0471,0476,3206,3205,8355,835Bid DateProject C¡ose DateCustomerOwner541 3173000+l 541 317300013?92, 13?ls:_21: @},*ffifr'-'7476Last Refresh Date: 10-02-2020JDÊ JobNumbêrFinal ContractAmountContract ValueRoleStatusProject202279PrimeMorris, James MichaelPort of Seattle, WA2711 Alaska WayGeneral Offices - Pier 69KingSeattle WA 98121-1107206 9885530PORT OF SEATTLÊ,WA-T18 PHASE 1 | T-18 STORM OUTFALL PHASE 10747-201809-14-201Port of Seattle,WAJC$220,000.00F, li9442,136 ,2711 AlaskawayGeneral Offices - Pier 69K¡ngSeattle WA 98121-1107+1 206 9885530Bìd DateProject Close DateArsTotalTotalCustomerOwnetJDE JobNumberProjectStatusFinal ContractAmountContract ValueRole202281PrimeMorris, James Michael: City of Mount Vernon, WA, 1024 ClevelandSkagitMOUNT VERNON WA,PJ.SS-201&003 I 2018 SAN|T.&STORM p#SS201 8-00307-24-201801 -1 5-20r 9CiÇ of Mount Vernon, WA1024 ClevelandSkagitMount Vernon WA 98273+1 360 3366204JC$97,849.90r#r| 203., Mount VemonwA 982731501 1,59938572715011,599i +1 360 3366204Bid DateProject Close DâteCustomerOwnerJDË JobNumberProjectSlatus ConkaclValueF¡nal ContrâctAmountRole202282PrimeMonis, James MichaelCity of Yakima, WA2301 Fruitvale BoulevardYak¡maYakima WA 98902YAKIMA, WA No. 2470 | WN COLL SYS IMPRVMNTS #247008-31 -201 804-{'4-2019CiÇ of Yakima. ,W-A: 2301 Fruitvale BoulevardYak¡maYakima WA 98902JC$425,604.427K' 1867,5767F:767,576'Project ManagerBid DateProject Close DateAtòTotalTotalCustomerOwner: +1 509 5756020+1 509 5756020 @*rc,,ururun"73t76Last Refresh Date: 10-02-2020JDE JobNumberProject lStatusFinal ContractAmounlProject Descript¡onContract ValueRole202283PrimeMichaelofOR451 WinchesterAvenueoR97467-15213603REEDSPORT, OR 2018/2019 Fy I SWR RELIN|NG 2018/2019 Fy05-09-201810-31-2018ofJC$135,508.00E: 27:OR884110994M2u26428U1101,636451 W¡nchester Avenue: DouglasReedsport OR 97467-1 521+1 541 27'13603gìd DatePEect Cfose DateCustomerOwnerJDE JobNumberProjectStâtusFinal ConVactAmountRoleProjectContract Value2022a4PrimeTACOMA,WA 20188#ES18-0121F I WW & STORMWATER REHAB Ctpp:Morr¡s, James Michael09-1 1-201805-1 0-201 IC¡ty of Tacoma, WA-"Main LocationCity of Tac-oma, WA-"Main LocationJC$2,109,742.OOH:....... .. 575,16,266 16,2669,6079,6071,4631,6541,4631,5021:502 ,338'33€-1,4391,439629629 :32,89832,898l6sr2201 Portland Ave2201 Portland Avenue2201 Portland Ave2201 Portland Avenue, PierceTacoma WA 98409+1 253 5915588Project MarragerBid DateCiose DateTotatTotal30CustomerOwnerJDE JobNumberProjectStatusF¡nal ContractAmountRolêContract Value202285PrimeMorris, James MichaelWA520 Pear Street SEThurston98507-1967oLYMprA, WA, PROJ #16890 | 2017 pRt swR REPAIRS PRO#1689O-20'180ø'-18-2019City of Olympia, WA, 520 Pear Street SE98507-r967JC$489,311.00E, :!681,211toProject ManagerBid DateClose DatesïDTotalCusiomerOwner+1 360 7538768+1 360 75387687,704, 1,21116 @L**F"*"'74t76Last Refresh Date: 10-02-2020JDE JobNumberProjectStatusF¡nal ContractAmountRo¡eContract Value202286Pr¡meMoris, James MichaelCity of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766MEDFORD OR, 2019 PROJECT | 2019 WW COLLECTTON SYSTEM REHA12--13"vO18, 06-21-20193,478486 .11,711$819,288.00E792JC.11,2252,4071,5983,4783,478:| 2,407City of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+1 541 7742100925 |1,923798325325r3620,96779832516,353: +1 541 7742'lOO325' 1,','Project ManagerBid DateProject CJose DateTotal24Custome¡OwnerJDÊ JobNumberProjectStatusFinal CÕntractAmountProject Ðescr¡ptionContrãct ValueRole202288SubMorris, James Michaellnc9210 NE 62nd AvenueClark, Vancouver WA 98665ì+1 360 3343100ROTSCHY rNC. - KENNEWTCK, WA I UPRR TNTERCEPTOR SWR REHAB pROJC$456,594.001 1-08-201804-05-2019WA210 W. 6th AvenueP.O. Box 6108BentonKennewick WA 99336-0108+'l 509 58542003,161 , 3:16r3,161 3,161b8ìd DateCtose DaleProjectAtsïôtalïotalCustomerOwne¡JDE JobNumberProjeclSTatusFinal ConkactAmountProject DescripiionContract ValueRole202289PrimeMorris, James MichaelRogue Valley Sewer Services-CentralPoint,OR138 West V¡las RoadJacksonCentral Point OR 97502ROGUE VALLEY SEWER SVCS,FY2019 | Fy2019 Ctpp pRoJEcTS_J2gg12-11-201805-31 -2019Rogue Valley Sewer Services-CentralJCE, 56'$470,980.502973t6801:658.246,-246Vilas Road'Jackson: Central Point OR 97502Bid DateProject Close DâteManagerAISSTDTotalTotalCusîomerOwner+1 541 6646300+1 541 66463005,2872975,584 @,ffi7st76Last Refresh Date: 10-02-2020JDE JobNumberPrôjectStatusF¡nal ContractAmountContracl ValueRoleProject202250Pr¡meM¡chaelKENT WA, 2019 PROJ.#1&3012 | 2019 SAN|.SEW.L|N|NG p#1&30't203-21-ZO1g0ù29-2019JC$892,699.001J16!11 1,601H: J931 l,60111,601C¡ty of Kent, WAof Kent, WA400 W GoweKing98032-5838| +-! 253 8593380Project ManagerÊìd DateC,ose DateTotalSTDIïotalCustomerOwnerJDE JobNumberI ProjectFinal ContractAmountContract ValueRoleStatus202291Pr¡meMoris, James M¡chaelCity of The Dalles, OR1215 West 1st StreetWascoThe Dalles OR 9705&3500+1 541 2965401DALLES, OR - #2019-002 | 2019 SS Ctpp LtNtNG03-05-201 I06-21-2019of The Dalles, OR1215 West 1st StreetWascoThe Dalles OR 97058-3500+1 *1 2965401JC$593,512.00FTTt8t ,1,021,o219,522 9,52229310,8362930,836Bid DãteClose DateAtsTotalCuslomer0wnerJDE JobNumberProjectStatusFinal ContractAmountContract VaìueRole202292PrimeCity of Roseburg, OR900 SE Douglas AvenueDouglasoR 97470-3333ROSEBURG, OR -2019 | 2019 STORM Crpp-19pw09,05-1 6-201 910-04-2019City of Roseburg, OR900 SE Douglas AvenueDouglasRoseburg OR 97470-3333JC$888,566.00K14:575257245988"t-7915752571.7913,856gid DateClose DateProjectArsTota¡TotalCustomerOwner541 6727701, +1 5!1 e¡;.72.770'l3,856 @lmwtnrrornr.76n6Låst Re'fr6h Date: 10-02-2020JDË JobNumberProjectStatusContract Value ,Final ContractAmountProject Descr¡plionRole202293PrimeMonis, James MichaelCity of Poulsbo, WA19050 Jensen Way NEKitsapPoulsbo WA 98370-0962+1 360 77951 1 1POULSBO,WA CN2019-03 I F{enapARK,SWANSONWAYREHAB08-01-20191 0-04-201 Iof Poulsbo, WA, 19050 Jensen Way NE' Kitsap' Poulsbo WA 98370-0962+1 360 77951 I 1JC$161,701.00r. lqi1,9101,9101,9101,910Project Managergìd DateClose DateCustomerOwnerJDE JobNumberProject DescriptionContract ValueFinal ContractRoleStatusProjectAmount202296SubMonis, James MichaelKern+1 661 3770343BRINDERSON, LLC - SHELL OIL I ANACORTES SHELL 21'REFINERY09.03-20'19 i11-01-2019JC$240,050.00tIil!0:17517s175175Constructors-Shell O¡l Products Company, LLC -Dìvision - Pugel Sound Re-fineryPuget Sound Refinery 8505 S. Texas RdSkagitAnacortes WA 98211+1 360 2931723gìd DateClôse DateTotal¿tTotalCustomerOtirner @,g*t**'1t6Last Refresh Date: 10-02-2020âi: ;:.;a? lì$ctrÌi Òi /ì1ç:3ii. :r'a. i,iii::ri'ìar;zÌd ltao. ;:si:{i:r rìåìi:t: âiì* ')ìs^i:l.jsi.,ri:ìir il:r ;]iii;ì:ii ì*i:.Contract Qualification Closed Projects (2013 - Present ) - Detail GontractValue19077201190772021907751 90783'1907851 90786190787I 90788I 307891 907901 907911907921 90793I 907941 90795I 907961907971 90798I On700I 908001 908011908021 908031 908041 908051 908061 908071 9081 0I 9081 11 9081 31 908141 9081 71 9081 I$116,086.359271,524.30$1 23,700.00$527.053.00$109,432.00$186,475.80$98,987.00$163,590.00$483,268.50$924,225.60$519,909.75$1,582,326.20$203,060.00$1,789,468.00$1,481,080.00s1,304,800.80$21 1,470.00$104,995.60$427.321.00$455,467.00$447,934.00$r ,618,265.0091,088,300.0055,541,630.00$2,792,000.00$409,486.00s1,702,029.00$66,450.00$1 1 6,880.00$344,002.00$221,805.00$433,855.00$198,902.00Gontract Va¡ueProject JDËJob NumberFinalContraetAmountr 9081 I$320,300.00 @*a*-*tro.ttt1 908201908221 908231 908251 908261 9082920017720019620425924026220026420026720026820026920027024027120027220027324427420027524027620027720027a20027920028020028120028220028320028420024520028620o2a720028820028920029A200291200292$134,794.00$1 ,317,258.00$162,078.00$138,060.00$916,91 1 .00$150,664.0084,737,871.5A$10,616,947.32$66,060.00va2,u2.20s4,566,700.40$74,217.O0$1,588,971.00$11 1,544.68$374,898.57$1 f 9,577.00$65,994.90$18,000.00$s03,000.00$69,931.00$85,470.00$117,000.00$497,983.00$248,525.00$30,040.00$75,560.00$'148,185.00$799,1 28.30$218,458.00$683,549.03$0.00$748,460.00$139,922.00s2,066,379.00$44,810.00$95,938.00$624,622.0A216Last Refresh Date: 10-02-2020Confract ValueProject JÐEJob NümberFinalConlractAmount200294$2,383,498.00 @.ffi20029524029620029720029820029920030020031 0200311240312200314luttS t a2003'16¿uuJ I I20031 I20031 IZVUJ¿U2003212ç0322200323200324¿vu3¿a200326200327200328200329200330200331200333200334ZUUJ.152003362003372003382003392003¿0200341200342$348,160.00$57,750.00$99,800-00$172,6A2-00$252,638.00$70,430.00$237,530.30$133,085.00s3,504,400.00$360,9r 0.00$352,82 1 .00$84,387.00$31,500.00$7s,161.00$1 15,571 .00$190,482.00$647,211.A0$90,67s.00$40,573.00$624,6 1 9.03$491,345.00$491,854.00$606,471.00$233,1 14.50$355,000.00$146,977.50$268,4s5.00$829,796.50$296,1 54.00$166,1 r 0.90$1,955,378.93$737,400.00$412,886.00$s3,721.00$268,1 99.00s2,296,468.00$1,787,045.003/6Läst Refresh Date: 10-02-2020Project JDEJobNumb€r ContractValuêFinalContractAmount2003/,3$259,415.00 @b{ffi'tu"'20034'4200345200346200317200348200349200350luv5J22003532003M200359200360Z|.Ju36¿200365200368200369200371zuus I 22021912021942421962421972421982021992422A020220620220720220820220920221A202211242212202213202214202216202217202218$303,600.00$274,255.O0$237,784-00$1,758,717.70$779,600.00$r,345,878.00$103,040.00$4,9s0.00$69,9S4.00$1,167.392.91$45,280.00$333,921.00$141,195.00$184,880.00$186,506.50$30,380.00$94,785.00$90,141.63$842,483.00$'158,099.30$552,967.30s2,368,464.00$541,580.10$1,1 30,665.80$183,125.00$92,510.00$192,942.00$84,500.00$192,942.00$59,395.00$70,323.60$373,993.80$181,274.0t$286,644.20$301,246.00$133,700.00$48,257.004t6Last Refresh Date: 10-02-2020Project JDEJobNumber ContraclValueFinalContractAmount202220$286,1 00.00 @l*ffip*'2022212022222022232022242022252022262022272022282022292022302022312022322022332022342022352022362022372422382022392022402022412022432022442022452022462422472422482022492022542022522022532422542022552422562t2257202258202259$687,583.8s$70,000.00$255,584.00$243,6M.0A$456,002.00$691,072.00$532,248.00$301,775.00$156,314.00$117,210.O0$74,865.00$413,953.00$90,588.50$982,612.40$123,142.O0$484,684.20$917,538.00$907,773.00$626,039^00$60,53s.00$228,750.00$31 1,498.60$265,221.00$288,679.00$492,218^00$569,441.00$134,000.00$1,159,290.80$51,880.00$143,700.00$864,s89.50s1,253,497.s0$356,5il.00$1 00,500.00$158,587.00$41,937.00$129,078.005t6Last Retesh Date: 10-02-2020Contract ValueProject JDEJob NumbêrF¡nalContraclAmount202260$1,016,724.00 @)*ffifo''*2422612022622Q22632022642022652022672022692022702022722022732022752422762022772022782022792022812022422022a3202284202285202286202288202289202290202291202292202293242256$280,512.00$174,604.00$322,721.A0$134,016.00$288,855.69$'195,000.00$226,096.90$347,946.00$143,521.00$244.392.68$385,592.008777,256.00$292,990.00$5,502,663.00$220,000.00$547,849,909425,604.42$135,508.0062jA9,742.00$489,31 1.00$819,288.00$4s6,594.00$470,980.50$892,699.00$593,512.00$888,566.00$161,701.00$240,050.00$129,136,196.746/6Last Refrsh Date: 10-02-2020Gontrac! ValueProject JÐEJob NumþerFinalConlractAmount BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified Thís statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (October 73,2020), the bidder has not been disqualifíed from bidding on any public works contract under Rcw 39.06.010 or 39.12.065(3). Insituform Technologies, LLC Bidder's Business Name Signature of r cialx Printed Name Contracting & Attesting Officer Title October 13.2020 Date Chesterfiekl MO City State x If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2020 CIPP Lining/Leyrer Project Number: 20-3022 77 September 29, 2020 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (October L3,2020), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46,49.48, or 4g.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Insituform Technologies, LLC Bidder's Business Name gnature of ho Officialx Whittney Schulte Printed Name Contractins & Atlestino Officer Title October 13,2020 f-hecterficlrl MO Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authoríty to sign). If a co-partnership, proposal must be executed by a partner. 2020 CIPP Lining/Leyrer Project Number: 20-3022 1B September 29,2020 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within forty (4O) 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 5olo of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s I , -, -t to the prans 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: October I 2020 Insituform Technologies, LLC NAME OF BIDDER Signature of A orized Representative Whittney Schulte, Contracting & Attesting Officer (Print Name and Title) 1 TqRR son Avenue Chesferfi elri MO 6300s Address 2020 CIPP Lining/Leyrer Project Number: 20-3022 19 September 29,2020 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That We, Insituform Technologies, LLC, 17988 Edison Avenue, Chesterfield, MO 63005 , aS Pfinçipal, Travelers Casualty and Surety Company of America .assu rety, are held and firmlyandflnc Tnwpr Snrra¡p lle¡ffn¡rl C'l-06r 83 bound unto the CITY OF KENT, as Obligee, in the penal sum of FivePercent(s%)of AmountBid 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 oblígation is such that if the Obligee shall make any award to the Principal for 2O2O Sanitary Sewer CIPP Lining/Project Number: 2O- 3022 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 dannaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 13 DAY OF October 2020 Technologies, PRINCIPAL & Attesting Officer Company of America S Attorney-in-Fact 20 Received return of deposit in the sum of 2020 CIPP Lin¡ng/Leyrer Project Number: 2O-3O22 20 September 29,2020 State of Missouri County of St. Louis On October 13. 2020, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-in- Fact of Tn¡.vnLERS C¡,su¡.LTy ANn Sunpry Covrpllvy oF AMERTcA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS V/HEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. A. Johnessee, Notary Public My Commission Expires: -,TRAVELERSJ Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, const¡tute and appoint Andrew P. Thome, of Ghesterfield, Missouri, their true and lawful Attorney-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other wr¡t¡ngs obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fìdelity of persons, guaranteeing the performance of contracts and execut¡ng or guaranteeing bonds and undertakings required or perm¡tted ¡n any actions or proceedings allowed by law. lN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. State of Connecticut City of Hartford ss.L. Raney,Vice President On this the 3rd day of February 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance 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 offìcer. ln Witness Whereof, I hereunto set my hand and off¡cial seal. My Commission expires the 30th day of June, 2021 By: @ Y'no^^r- C trFa¡ul} ¡¡arÈ C. Tetreault, Notary Public This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of D¡rectors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Cha¡rman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-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 w¡th the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnig, and other writings obligatory in the natuie of a bond, recogn¡zance, or cond¡t¡onal undertaking, and any of said off¡cers or the Board of Directors at any time may remove any such appo¡ntee 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, prov¡ded that each such delegation is in writing and a copy thereof is f¡led 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 Pres¡dent, 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 seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her cert¡ficate or their cert¡ficates of authority or by one or more Company officers pursuant to a written delegation of authority; and it ¡s FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice Pres¡dent, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affìxed by facsimile to any power of Attomey or to any certificate relat¡ng thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obl¡gatory in the nature thereof and any such Power of Attorney or certificate bearing such facsimile signature or facs¡mile seal shall be valid and binding upon the Company and any such power so executed and certified by such facs¡mile signature and facsimile seal shall be valid and bind¡ng on the Company ¡n the future with respect to any bond or understanding to which it ¡s attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and SuÍety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which remains in full force and effect. Dated th¡s 13 day of ocoær , 2o2o Éo- f /á-ú*_ 4 Kevin E. Hughes, Assi6tant Secretary To verify the authenticity of this Power of Attomey, please call us at 7-8OO42I-388O. Please rcfer to drc above-named Attomey-in-Fad and the details of the bond to which the power is attached. HtñImßq oôt¡¡r. tcú*,t HÂÂIFOiO. coÍt,.çÇ{ru TN CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, bV 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 ceftificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 2O2O Sanitary Sewer CIPP Lining Project Number: 2O-3O22 NAME OF PROJECT Insituform Technologies, LLC NAME OF BIDDER'S FIRM D REPRESENTATIVE OF BIDDER &Officer SI 2020 CIPP Lining/Leyrer Project Number: 20-3022 2t September 29, 2O2O 2020 CIPP Lining/Leyrer 22 October 8, 2020 Project Number: 20-3022 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 NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] (“Contractor”) CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1.Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2.The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, (including applicable alternates and WSST) $ Net Change by Previous Change Orders (incl. applicable WSST) $ Current Contract Amount (incl. Previous Change Orders) $ Current Change Order $ Applicable WSST Tax on this Change Order $ Revised Contract Sum $ 2020 CIPP Lining/Leyrer 23 October 8, 2020 Project Number: 20-3022 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change Order working days Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: By: (signature) Print Name: Its (title) DATE: CITY OF KENT: By: (signature) Print Name: Timothy J. LaPorte, P.E. Its Public Works Director (title) DATE: APPROVED AS TO FORM: (applicable if Mayor’s signature required) Kent Law Department 2020 CIPP Lining/Leyrer 24 October 8, 2020 Project Number: 20-3022 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 ...................................................................................  Contractor Compliance Statement ........................................................  Date ............................................................................................  Have/have not participated acknowledgment .............................  Signature and address ................................................................  Declaration – City of Kent Equal Employment Opportunity Policy ........  Date and signature .....................................................................  Administrative Policy ...........................................................................  Proposal ...............................................................................................  First line of proposal – filled in ...................................................  Unit prices are correct ................................................................  Subcontractor List (contracts over $1M – HVAC, Plumbing, & Electrical) ............  Subcontractors listed properly ....................................................  Signature ....................................................................................  Subcontractor List (contracts over $1M – Structural Steel & Rebar Installation) ..  Subcontractors listed properly ....................................................  Date and signature .....................................................................  Contractor’s Qualification Statement ...................................................  Complete and notarized ..............................................................  Statement that Bidder Has Not Been Disqualified ................................  Certification of Compliance with Wage Payment Statutes ....................  Proposal Signature Page ......................................................................  All Addenda acknowledged .........................................................  Date, signature and address .......................................................  Bid Bond Form .....................................................................................  Signature, sealed and dated .......................................................  Power of Attorney .......................................................................  (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form .................................................................  Signature ....................................................................................  Change Order Form (Example) .............................................................  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. KENT PAYMENT AND PERFORMANCE BOND TO CITY OF KENT BOND NUMBER 107324264 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned,lnsituform Technologies, LLC, 17988 Edison Avenue, Chesterfield, MO 63005 aS PfinCipal, and Travelers Casualty and Surety Company of America, One Tower Square, Hartford, CT 06183 aCorporationorganizedandeX¡Stingunderthelawsof Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $551 ,632.40 .together with any aÜustments, 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 fepfesentatives, aS the CaSe may be.. Five Hundred Fifty one Thousand Six Hundred Thirty Two and 40/100 Doilars 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 2O2O Sanitary Sewer Clpp Ltning/Project Number: 2O-3O2,2 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the sa¡d 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 ol 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 th¡s obligation shall be void; but otherwise it shall be and remain in full force and effect. lN WIINESS WHEREOF. the above bounden parties have executed this instrument L¡ncler the¡r separate seals. lhe 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. 2O2O CIPF' Lin'ng/Leyr.rr Prqject Number: 2A-3O22 25 Or;tc¡be¡ 8.2A2O TWO WITNESSES contractlng & Attssilng ofllc8r lnsituform Technologies, LLC DATE PRINCIPAL (enter principa''u nun^" 6¡ror;e) BY TITLE DATE CORPORATE SEAL Travelers Casualty and Surety Company of Arnerica Gina Gunleri Contrac{lng & Atteatlng Oflicer PRINT NAME DATE SURETY ft,/h¡-CORPORATE SEAL BY v-l' DATE T ITLE . Andrew P. Thome, Attorney-in-Fact ADDRESS; One Tower Square Hartford, CT 06183 CERTIFICATE AS TO GORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the w¡thin Bond;that Whittney Schulte Who signed the said bond on behalf of the Principa I lnsituform Technologies, LLC 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 cohtracting & Attqsting offber 2O2O C IPP Lining/Leyrer Project Number: 2O-3O22 26 Octotler B, 2O2O State of Missouri County of St. Louis On-101281202J- before me, a Notary Public in and for said County and State, residing herein, duly commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-In-Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA a corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Michelle Wilson, Notary Public MICHÉLLE WILSON NOTARY PUBLIC. NOTA.RY SEAL STATE OF MISSOURI CO[¡MISSIONED FOR JEFFËRSON COUNTY t!4Y CON4I'/lSSlON EXPIRES JUN. 23' 2023 tn #1s636070My Commission Expires: ^-.TRAVELERSJ Travelerc Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collect¡vely called the "Companies"), and that the Companies do hereby make, constitute and appoint Andrew P. Thome, of Chesterf¡eld, Missour¡, their true and lawful Attorney-in-Fact to s¡gn, execute, seal and acknowledge any and all bonds, recognizances, condit¡onal undertakings and other writings obligatory ¡n the nalure 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 proceed¡ngs allowed by law. lN WITNESS WHEREOF, the Companies have caused this instrument to be s¡gned, and theircorporate seals to be hereto affìxed, this 3rd day of February, 2017. State of Connecticut City of Hartford ss.L. Raney,Vice President On this the 3rd day of February 2017 , belore me personally appeared Robert L. Ranel who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance 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 offìcer. ln Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June,2021 By: @ f'nq^^r. C trF¡,a¡rrl l¡arÌe C. Tetreault, Notary Public This Power of Attomey ¡s granted under and by the authority of the follow¡ng resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travêlers Casualty and Surety Company, and St. Paul F¡re and Mar¡ne lnsurance Company, wh¡ch resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any V¡ce Chairman, any Executive Vice Pres¡dent, any Senior Vice President, any Vice Pres¡dent, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appo¡nt Attorneys-in-Fact and Agents to act for and on behalf of the Company and may g¡ve such appointee such authority as his or her certif¡cate of authority may prescribe to sign w¡th the Company's name and seal with the Company's seal bonds, recognizances, contracts of ¡ndemnity, and other writ¡ngs obl¡gatory in the nature of a bond, recognizance, or conditional undertaking, and any of said offìcers 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 wr¡t¡ng and a copy thereof is filed in the office of the Secretary; and ¡t 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 b¡nding 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 seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority 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 Ass¡stant V¡ce President, any Secretary, any Assistant Secretary, and the seal of the Company may be affìxed by facsimile to any Power of Attomey or to any certif¡cate relating thereto appoint¡ng Resident Vice Presidents, Resident Assistant Secretaries orAttorneys-in-Fact for purposes only of execut¡ng and attesting bonds and undertakings and other writings obligatory in the nature thereol and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and b¡nding upon the Company and any such power so executed and certifìed by such facsimile signature and facs¡mile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. l, Kevin E, Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which remains in full force and effect. Dated this ze day of octouer , 2o2o /* f /44I Kevin E. Hughes, AssiÉtant Secretary lo verify the a¿ttt enticw of this Power of Attomey, please call us at 7-8OO.421-388O. Plase ¡efer to the aþove-named Attomefin-Fact end the details of the bond to which the power is atbched. riAãllono, cót¡lt.ËËüI,tr HÂRIFO8O, co{il. CONTRACT THIS AGREEMENT, is entered into between the CiTY OF KENT, a Washington municipal corporation ("City"), and Insituform Technolosies, LLC organized under the laws of the State Of Delaware located and doing ("Contractor").business at 17088 Edison Avenue. Chesterfield. MO 63005 WITNESS: In consideration of the terms and conditions contaíned in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 2O2O Sanitary Sewer CIPP Lining/Project Number: 2O-3O22 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 2O2A 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 2O2O WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within forty (4O) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $551,632.40. 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 t¡me and in the manner and upon the conditions provided for in the Contract. 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. 2 3 2020 CIPP Lining/Leyrer Project Number: 2O-3O22 27 October L4,2O2O 4 5 It Ís further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, iqiuries, 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 iqiuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completecl shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for darnages arising out of bodily i{ury 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, SOLILY FOR THE PURPOSES OF THIS INDEMNIFICATION. THË PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED I'HIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 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. 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. Contractor is responsible for locating any underground util¡ties affected by the work and ís deenred to be an excavator for purposes of RCW Ch. 1 9.122, as amended. Contrâctor shall be responsíble for compliance with RCW Ch. 19.122, including utilization of the "one call" locator servíce before commencing any excavat¡on act¡vities, 6 7 I 2O2O CIPP Lining,/Leyrer ProJect Number: 2O-3O22 28 October 8,2O2O C1TV OF KENT BY DANA RALPH, MAYOR DATE: ATTEST: KÍMÉERLEY A, KOMOTT" EITY CLERK APPRÕVED AS TO FORM: KËNT LAW DEPARTMENT CONÏRACTOR InsituformTechnologies, LLC BY: PR.I'NT NAME Trrr tr; Contractins & Attestins Officer DATE;0 .2Q?9 9 lPP, Lin'¡ng/Leyrer Pfèjèat llumber; 2þ:-cçt22 29 octaþer g,282Q 11/03/2020 EXHIBIT A I NSURANGE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for iqiuries 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 lnsurance Contractor shall obtain insurance of the types described below: Commercial General Liability insurance shall be written on ISO occurrence form CG OO O1 or its equivalent, with minimum limits of $3,OOO,OOO 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,ooo,ooo per occurrence and in the aggregãte. products and completed QPerations 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 lso form cG 25 03 11 85. The Gity shall be nãmed as anAdditional lnsured under the Gontactor's Gommercial GeneralLiability insurance policy with respect to the work performed for the Gity. All endorsements adding Additional lnsureOs -slnall be issued onform CG 2() 1O 1f 85 or a form deemed equivalent, providing theAdditional Insureds with all policies and endorsements set fórth inthis section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on lnsurance Services Office (lSO) form CA O0 O1 or a substitute form providing equivalent liability coveraqe. lf necessary, the policy shall be endorsed to provide contrãctual liability coverage. 3. Workers'Gompensation coverage as required by the lndustrial lnsurance laws of the State of Washington. B. Minimum Amounts of I nsurance Contractor shall maintain the following insurance limits: 1. Gommercial General Liability insurance shall be written with minimum limits of $3,ooo,ooo 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,OOO,OOO 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. 1 2O2O CIPP Lining/Leyrer Project Number: 2O-3O22 30 October B, 2O2O EXHIBIT A (Gontinued) 2. Automobile Liability insurance with a minimum combined single limit for bodily iryury and property damage of $1,OOO,OOO per accident. C. Other lnsurance Provisions The insurance policies are to contain, or be endorsed to conta¡n, 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. 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 lnsurance. 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 lnsurance 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 Cóntractor, or the Contractorts ajerìts, 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 lnsurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 2 2O2O CIPP Lining/Leyrer Project Number: 2O-3O22 31 october B, 2020 EXHIBIT A (Gontinued) F. Acceptability of I nsurers lnsurance is to be placed with insurers with a current A.M. Best ratinq of not less than A:Vl I . G. Verification of Goverage 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. 2O2O CIPP Lining/Leyrer Project Number: 2O-3O22 32 October B,2O2O DATE (MM/DDiYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONL Y AND CONFERS NO RIGHTS U PON THE CERTIFICATE HOLDER.THIS CERTI FICATE DOES NOT AFFIRMA TIVEL Y OR NEGATIVEL Y AME N D,EXTEND OR ALTER THE COVE RAGE AFFOROED BY THE POLtCt ES BELOW. TH¡S CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ETWEEN THE rssu ING tNs URER(S),AUTHORIZED ¡¡1pgp1¡NT: lf the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed tf SUBROGAT¡ON lS WAIVED, subject to the terms and conditions of the pol¡cy, certain policies may require an endorsement. A statement on this certificate does not confer rlghts to the certificate holder in lieu of such endorsement(s). PRoDUCER Lockton Companies Three City Place Drive, Suite 900 St. Louis MO 63141-7081 (314) 432-0500 PI.IONElÂln N^ Frtì. INSURER(S) AFFORDING COVERAGE NÀIC * rNsuRER a , XT, Insurance America. Inc.24554 INSURED Insituform Technologies, LLC 17988 Edison Avenue Chesterfield MO 63005 1347996 TNSUBER a 'ACE American Insurance Comnanv 22661 tNsuRER c ' Indemnitv Insurance Co of North America 43515 rNsuRER D, Starr Indemnity & Liability Company 383 18 INSURER E : INSURER F CERTIFICATE OF LIABILITY INSURANCE 7ilt2021 COVERAGES CEHTIFICATE NUMBER:REVISION BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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 EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR HEREIN IS SUBJECT TO ALL THE TERMS, POLICY EFFtMM/nD/VVVVI POLIçY EXP IMM/DT'/YYYYI LIMITStNcnWVNPOLICY NUMBERtN5ßITRTYPE OF INSUBANCE EACH OCCURRENCE s 2.000.000 s I 000-000L F MED EXP (Anv one Derson)s 10.000 s 2.000-000PERSONAL & AOV INJUBY GENERAL AGGREGATE $ 4.000.000 s 4.000.000PRODUCTS. COMP/OP AGG '7/1/202tYY BROAD FORM PD/CONTRACTI cGD300084905 7t1t2020 rAL A A COMMERCIAL GENERAL LIABILITY X AGGREGATE LIMIT APPLIES PER: X X XCU Indeoendt POLICY CLAIMS-MADE OCCUR 5F""i [Ïl'o" $ 5-000-000 $ XXXXXXXBODILY INJURY (Per pèrson) $ XXXXXXXBODILY INJURY (Per acc¡dent) $ XXXXXXX 7il/202t ü ISA H25302540 7il/2020AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON-OWNED AUTOS ONLY Y YB s 10.000-000EACH OCCURRENCEX AGGREGATE s 10.000.000 OCCUR CLAIMS.MADEX UMBRELLA LIAB EXCESS LIAB s XXXXXXX 7ilt2020 1/t/2021YY1000095 154201D DED RETENTION S X PEHQTATI ITF IUIH.IFR s 1 000.000E,L. EACH ACCIDENT E.L. OISEASE. EA EMPLOYEE $ 1.000.000 s 1 000.000 '1il12020 'il1t2020 7/ll202t 7t1/2021 E.L. DISEASE. POLICY LIMIT N/A Y WLRC67457262 (CA/MA) WLRC6'7457225 (AOS) (EXCLUDING MONOPOLISTIC Bcc WORKERS COMPENSATION AND EMPLOYEßS' LIABILITY ANY PROPRIETOR/PARTNEFUEXECUTIVE f::l oFF|cER/MÊMBER EXCLUDED? I t\ I(Mandalory ln NH) ll ves. dêscribe undor DÉScRIPTIoN oF OPERATIONS below Y/N DESCR|pTtON OF OpERATTONS / LOCATIONS / VEHICLES (ACORD 1Ol, Addit¡onal Remarks schedule, may bê altached il more space ¡s required) Insituform Job No. 202321: 2020 Sanitaly Sewer CIPP Lining; Project No. 20-3122. CERTIFICATE HO ELLATION See CI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED aC 17088162 City of Kent 220 thNvenue South KentWA 98032 ACORD 25 (2016/03)The ACORD name and logo are registered marks of ACORD DCO All rights reserved. SoNTtNUAT|oN DEscRtpTtoN oF opERATtoNS/LocATtoNS/vEHtcLEs/ExcLUstoNs ADDED BY ENDoRSEMENI/sPEclAL PRovlsloNs (use only ll moro spacê ls roqulrâd) CITY OF KENT IS ADDITIONAL INSURED UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITX AND n¡cssl1,nBrI,rry oN A pRrMARy AND NoN-coNrRIBUroRY BASIS wHERE TEQUIBPP EY^_rylu::LEl-{_ııñin¡cr EXECUTED pRroR To Loss, BUT oNLy v/ITH RESPECT To LIABILITY ARISING our oF THE ÑÃMÈb INSURED'S oPERATIoNS. wAIVER oF SUBROGATION APPLIES UNDER GENERAL LIABILITY, ÀúrovrosrlE LTABILITX woRKERs' C9MIENSATTON, AND EXCESS LIABILITY IF REQUIRED BYIVRIT'IEN CONTRACT, EXECUTED PRIOR TO LOSS, AND V/HERE PERMISSIBLE BY LAW. ACORD 25 (2016/03)Certificate Holder ID: 17088162 Attachmpnt Code: D545910 Master lDt 1347996, Certificate ID: 17088162 lo(¡(roil City of Kent 220 Ath Avenue South Kent WA 98032 To whom it may concern: ln our continuing effort to provide timely certificate delivery, Lockton Companies is transitioning to paperless delivery of Certificates of lnsurance. To ensure electronic delivery for future renewals of this certificate, we need your email address. please contact us via one of the methods below, referencing Certificate lD 17088162. .Email: STL-edel ivery@lockton.com .Phone: (866) 728-5657 (toll-free) lf you received this certificate through an internet link where the current certificate is viewable, we have your email and no further action is needed' ln the event your mailing address has changed, will change in the future, or you no longer require this certificate, please let us know using one of the methods above. The obove inbox is for providíng e-Detívery email addresses for next year's renewal certifÍcotes ONLY. Your informatíon wíll be input wÍthin 90 days. Thank you for your cooperation and willingness in reducing our environmental footprint. Lockton Companies Lockton ComPanies "l'hree Cityï)lac:e Dr, Suiti: 9Û0 ;' $1. Lr:ttis. M{) Ó3 141-?08ä 3 I 4-432-tt 50 0 / ltickton. cont @ Attachm,ent Co de: D544456 Certificate ID: I 7088 I 62 ENDORSEMENT # This endorsement, effective 12:O1 a.m.,71112020, forms a part of Policy No. CGD300084905 issued to AEGION CORPORATION By XL lnsurance America, lnc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY CANCELLATION NOTIFICAT¡ON TO OTHERS ENDORSEMENT ln the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification All other terms and conditions of the Policy remain unchanged O 2010 X.L. America, lnc. All Rights Reserved. Name of Person(s) or Entity(ies)Mailing Address: Number of Days Advanced Notice of Cancellation: AS PER SCHEDULE ON FILE WITH THE COMPANY. 30 txt405 0910 Named lnsured Aegion CorPoration Effective Date of EndorsementPol¡cy Period 71112020ro71112021 Pol¡cy Number ISA H25302540 Policy Symbol ISA lssued By (Name of lnsurance Company) ACE American lnsurance ComPanY Attachrqent Code; D543763 Certificate ID: 17088162 NOTICE TO OTHERS ENDORSEMENT SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE lnsert The remainder ¡s to be this endorsement ls su to the the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY A. lf we cancel this policy prior to its expiration dale by notice to you or the first Named lnsured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the p"rronr or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This.notice will be in addition to our notice îo you or the first Named lnsured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation oiany kind to any such person(s) or organization(s). The failure to provide advance notification of cancellatiın to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the PolicY. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will ln turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the policy. you will coopãrate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply ln the event that you cancel the Policy All other terms and conditions of this Policy remain unchanged. Authorized Representative ALL-32686 (01/1 I ) Page 1 of 1 Attachnlent Code: D544757 Certificate ID: 17088162 Starr Indemnity & liability Company Dal las, ÎX 1 -866-51 9 -2522 Earlier Notice of Gancellation Provided by US Effective Date:71112020 at 12:01 A.MPolicy Number: 1 0000951 54201 Named lnsured: Aegion CorPoration SCHEDULE Number Of Notice 90 For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in Paragraph 2. of either the Cancellation Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above. All other terms and conditions of this Policy remain unchanged Signed for the company as of the Effective Date above: Charles H. Dangelo, President Nehemiah E. Ginsburg, GeneralCounsel xs 147 (10108) Copyright (0 C. V. Starr B Company and SlaÍ lndemnity I L¡ab¡lity Company. All r¡ghts reserved. lncludes copyrighted mater¡al of ISO Propert¡es, lnc.. used with lts perm¡ssion. Page 1 of 'l Attachnlent Co de: D 5 447 40 Certihcate ID: I 708 I I 62 Workers' Compensation and Employers' Liability Policy EndorsementNumber Policy Number Symbol: WLR Numberi WLRC67457225 (AOS) Named lnsured AEGION CORPORATION 17988 EDISON AVENUE CHESTERFIELD MO 63005 Effective Date of Endorsement 7t112020 PolicyPeriod 7t1t2020To 71112021 wheninformationtonumber lssuedBy lndemn (Name of lnsurancecomPanY) lnsurance Co of North Ame nca to the NOTICE TO OTHERS ENDORSEMENT - SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE A. lf we cancel this policy prior to its expiration date by notice to you or the first Named insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the peisons or organizations listed in the schedule that you or your representat¡ve create or maintain (the "Schedule") Oy attowing your r;presentative to send such notice to such persons or organizations. This notice will be in addition tó our notióe to you or the first Named lnsured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We haúe no teþát obtigãtion of any kind to any such person(s) or organization(s). The failure to provide advancã notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the policy. Vou w¡lt cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. This endorsement is not applicable in the states ol M, FL, lD, ME, NC, NJ, NM, TX and Wl Authorized Representative wc 9e 03 69 (01/11)Page 1 of 1 Attachment Code: D544786 Certificate ID: 17088162 POLICY NUMBER: CGD300084905 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE COMMERCIAL GENERAL LIAB¡LITY cG 20 101219 Name Of Additional lnsured Person(s) Or an Location(s) Of Govered Operations PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY'' "PROPERTY DAMAGE'' OCCURS SUBSEQUENT TO THE OF THE WRITTEN CONTRACT OR WRITTEN , INCLUDING INDEMNIFICATION AGREEMENTS. VARTOUS AS REQUIRED PER WRITTEN CONTRACT lnformation required to complete th ic Qnh edule if not shown ehnve will be shown in the A. Section ll- Who ls An lnsured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in Part, bY: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law;and 2. lf coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project' cG20 101219 O lnsurance Services Office, lnc., 2018 Page I of2 Attachment Code: D544786 Certificate ID: 17088162 C. With respect to the insurance afforded to these additional insureds, the following is added to Section lll- Limits Of lnsurance: lf coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: l. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page? oÍ 2 @ lnsurance Services Office, lnc., 2018 cG20 101219 Attachment Code: D544786 Certificate ID: 17088162 A. Section ll- Who ls An lnsured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law;and 2. lf coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured, COMMERCIAL GENERAL LIABILITY GG 20 37 1219 B. With respect to the insurance afforded to these additional insureds, the following is added to Section lll- Limits Of lnsurance: lf coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. POLICY NUMBER: CGD300084905 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR GONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COM PLETED OPERATIONS LIABI LITY COVERAG E PART SCHEDULE Name Of Additional lnsured Person(s) Or Orqanization(s)Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN A ,VRIfiEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AS AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY'' OR ,PROPERTY DAMAGE" OCCURS SUBSEOUENT TO THE EXECUTION OF THE WRITTEN GONTRACT OR WRITTEN ÀGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. VARIOUS AS REQUIRED PER THE WRITTEN CONTRACT lnformation required to complete this Schedule, if not shown above. will be shown in the cG 20 37 12 19 @ lnsurance Services Office, lnc., 2018 Page I of 1 Attach¡+ent Code D5447 96 Certificate ID: 17088 162 ENDORSEMENT # This endorsement, effective 12:01 a.m.,71112020, forms a part of Policy No. CGD300084905 issued to AEGION CORPORATION By XL lnsurance America, lnc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY PRIMARY ¡NSURANCE GLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS COVERAGE PART It is agreed that to the extent that insurance is afforded to any Additional lnsured under this policy, this inèurance shall apply as primary and not contributing with any insurance carried by such Additional lnsured, as required by written contract. All other terms and conditions of this policy remain unchanged xtl 424 0605 @, 2005, XL America, lnc. Attachment Code: D544807 Certificate ID: 17088162 Policy # 1000095154201 Starr lndemnity & Liability Company Dallas, TX 1 -866-51 9-2522 Countersigned By: (Authorized Representative) E NO CHANGES tr TO BE ADJUSTED AT AUDIT ADDITIONAL PREMIUM RETURN PREMIUM $$ Endorsement Effective: 7 I 1 12020 Named lnsured: Aegion Corporation POLICY CHANGES ENDORSEMENT DESCRIPTION A. Sub-paragraph 3. of item l. Other lnsurance under SECTION lV CONDITIONS is replaced with the following: 3. lnsurance held by a person(s) or organization(s) qualifying as an additional insured in "Underlying lnsurance", but only when the written contract or agreement between you and the additional insured a. Requires that your insurance be primary and not contribute with that of the additional insured; and b. Executed prior to the loss. ln such case as described in sub-paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts payable under this insurance, All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: Attachment Code: D544'192 Cefüftcate ID: 17088 162 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS endorsement to THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY This Endorsement mod¡f¡es insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIERS COVERAGE FORM AUTO DEALERS COVERAGE FORM We waive any right of recovery we may have against the person or organization shown in the Schedule below because of payments we make for injury or damage arising out of the use of a covered auto. The waiver applies only to the person or organization shown in the SCHEDULE. SCHEDULE Any person or organization against whom you have agreed to waive your right of recovery in a written contract, provided such contract was executed prior to the date of loss. Authorized Representative DA-131 15a (06/14)Page 1 of 1 2 Named lnsured Aegion Corporation Policy Symbol ISA Policy Number ISA H25302540 lPolicy Period ltnnozoroTtltzo2l Effective Date of Endorsement lssued By (Name of lnsurance Company) ACE American lnsurance Company Attachment Code: D544755 Certificate ID: 17088162 Starr Indemnity & Liability Company Dallas, TX 1-866-51 9-2522 Waiver of Transfer of Rights of Recovery Against Others to Us Policy Number: 1 0000951 54201 Named lnsured: Aegion Corporation Effective Date:71112020 at 12:01 A.M. SCHEDULE Name Of Person Or Organization: As per required by written contract. SECTION lV. CONDITIONS, condition K. Transfer of Rights of Recovery Anainst Others to Us is amended to include the following We waive any right of recovery we may have against the person or organization shown in the Schedule of this endorsement 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 of this endorsement. All other terms and conditions of this Policy remain unchanged Signed for the Company as of the Effective Date above: Charles H. Dangelo, President Nehemiah E. Ginsburg, General Counsel xs 233 (10108) Copyright O C. v. Starr I Company and Starr lndemnlly lS Liab¡lity Company. All r¡ghts reseryed. lnclud$ copyr¡ghted materlal of ISO Propertlss, Inc., used wlth lts perm¡33¡on. Page I of I Attachment Co de: D5 44826 Certificate ID : I 708 8 I 62 Workers' Compensation and Employers' Liability Policy WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit any one not named in the Schedule. Schedule ANY PERSON OR ORGANIZATION AGAINST WHOM YOU HAVE AGREED TO WAIVE YOUR RIGHT OF RECOVERY IN A WRITTEN CONTRACT, PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE DATE OF LOSS. For the states of CA, UT, TX, refer to state specific endorsements. This endorsement is not applicable in KY, NH, and NJ. The endorsement does not apply to policies in Missouri where the employer is in the construction group of code classifications. According to Section 287.150(6) of the Missouri statutes, a contractual provision purporting to waive subrogation rights against public policy and void where one party to the contract is an employer in the construction group of code classifications. For Kansas, use of this endorsement is limited by the Kansas Fairness in Private Construction Contract Act(K.S.4.. 16-1801 through 16-1807 and any amendments thereto) and the Kansas Fairness in Public Construction Contract Act(K.S.A 't6-1901 through 16-1908 and any amendments thereto). According to the Acts a provision in a contract for private or public construction purporting to waive subrogation rights for losses or claims covered or paid by liability or workers compensation insurance shall be against public policy and shall be void and unenforceable except that, subject to the Acts, a contract may require waiver of subrogation for losses or claims paid by a consolidated or wrap-up insurance program. Authorized Representative Named lnsured AEGION CoRPoRATTON 17988 EDISON AVENUE CHESTERFIELD MO 63005 Endorsement Number Policy Number Symbol: WLR Number: WLRC67457225 (AOS) Policy Period 7t1t2020 TO 7t1t2021 Effective Date of Endorsement 7t1t2020 lssued By (Name of lnsurance Company) lndemníty lnsurance Co of North America lnsert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of thr policy. wc 00 03 13 (11/05)Copyright 1982-83, National Council on Compensation 2020 CIPP Lining/Leyrer October 8, 2020 Project Number: 20-3022 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 .......................................................... 1-5 1-05 Control of Work .............................................................. 1-7 1-06 Control of Material .......................................................... 1-11 1-07 Legal Relations and Responsibilities to the Public ................. 1-14 1-08 Prosecution and Progress ................................................. 1-21 1-09 Measurement and Payment .............................................. 1-24 1-10 Temporary Traffic Control ................................................ 1-26 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS .............. 7-1 7-17 Sanitary Sewers ............................................................. 7-1 7-23 Cured in Place Pipe Lining ................................................ 7-5 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration ....................................................... 8-8 DIVISION 9 MATERIALS ............................................................ 9-1 9-05 Drainage Structures and Culverts ...................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-4 TRAFFIC CONTROL PLANS .............................................................. A-1 PREVAILING WAGE RATES .............................................................. A-2 PERMITS ......................................................................................... A-3 2020 CIPP Lining/Leyrer 1 - 1 October 8, 2020 Project Number: 20-3022 KENT SPECIAL PROVISIONS The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede any conflicting provisions of the 2020 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 (“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 – GENERAL 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: 1. What work will be done, and by when; 2. Who provides labor and materials; and 2020 CIPP Lining/Leyrer 1 - 2 October 8, 2020 Project Number: 20-3022 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder’s completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the “National Electrical Code.” Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, “DEFINITIONS” IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms “incidental to the project,” “incidental to the involved bid item(s),” etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City’s review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the 2020 CIPP Lining/Leyrer 1 - 3 October 8, 2020 Project Number: 20-3022 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the “lowest responsive and responsible bidder”). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City will supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a “Bid Proposal” for the advertised project by downloading at no charge at KentWA.gov/doing-business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder’s or the City’s technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder’s sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier’s check, or a proposal bond (Surety bond). Any proposal bond shall be on the City’s bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized 2020 CIPP Lining/Leyrer 1 - 4 October 8, 2020 Project Number: 20-3022 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the “Invitation to Bid.” Bids must be received at the City Clerk’s office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 2020 CIPP Lining/Leyrer 1 - 5 October 8, 2020 Project Number: 20-3022 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60 CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal 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 2020 CIPP Lining/Leyrer 1 - 6 October 8, 2020 Project Number: 20-3022 perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS, “CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities 2020 CIPP Lining/Leyrer 1 - 7 October 8, 2020 Project Number: 20-3022 Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If the Contractor selects its own staging and storage area(s), it is the Contractor’s sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work 2020 CIPP Lining/Leyrer 1 - 8 October 8, 2020 Project Number: 20-3022 If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor’s failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City’s rights provided by this section nor shall the exercise of this right diminish the City’s right to pursue any other remedy available under law with respect to the Contractor’s failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. 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 2020 CIPP Lining/Leyrer 1 - 9 October 8, 2020 Project Number: 20-3022 testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties’ contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer’s effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT STANDARD SPECIFICATIONS): 2020 CIPP Lining/Leyrer 1 - 10 October 8, 2020 Project Number: 20-3022 If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor’s qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A 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 necessary for the performance of the work. The north portion of Sanitary Sewer Relining Area 3 is within the City of Renton’s Water Service Area. Contractor shall make necessary arrangements with the City of Renton and assume all costs for the supply of water to this area. All other relining areas are within the City of Kent Water Service Area. In these areas the City will make water necessary for the performance of the work available to the Contractor from the City water system. All water for these areas shall be drawn from City of Kent owned hydrants. The exact hydrants to be used will be determined by the City at the pre-construction meeting. 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. 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. 2020 CIPP Lining/Leyrer 1 - 11 October 8, 2020 Project Number: 20-3022 A Contractor provided gate valve shall be installed on the hose side of the hydrant meter with which to control water flow. The Contractor shall use the minimum amount of water required for the performance of the work. The Contractor shall prevent any unauthorized water use. 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, Contractor shall request a meter and one will be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor’s name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 2020 CIPP Lining/Leyrer 1 - 12 October 8, 2020 Project Number: 20-3022 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer’s review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer’s review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer’s full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 2020 CIPP Lining/Leyrer 1 - 13 October 8, 2020 Project Number: 20-3022 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor’s letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. 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. 2020 CIPP Lining/Leyrer 1 - 14 October 8, 2020 Project Number: 20-3022 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor’s obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor’s obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.4(2) IS SUPPLEMENTED BY INSERTING THE FOLLOWING BEFORE THE FIRST PARAGRAPH: 1-07.4(2) Health Hazards The Contractor shall take precautions and perform any necessary Work required to provide and maintain a safe and healthful jobsite for all workers and the public for the duration of the project in accordance with all applicable laws and contract requirements. Nothing required by this Specification shall operate as a waiver of the Contractor’s responsibility for taking all steps necessary to ensure the safety of the public under Section 1-07.23 or responsibility for liability and damages under Section 1-07.14 or for any other responsibility under the Contract or as may be required by law. Health and Safety Plan The Contractor shall prepare a written Health and Safety Plan. The plan shall be prepared under the supervision of a certified industrial hygienist and shall incorporate all required County, State, and Federal health and safety provisions. The plan shall include requirements of the Federal Occupational Safety and Health Act of 1970 (OSHA), all amendments, and all other applicable health regulations. 2020 CIPP Lining/Leyrer 1 - 15 October 8, 2020 Project Number: 20-3022 Preparation of the Health and Safety Plan shall include an initial site assessment by the industrial hygienist and safe resin handling procedures. The plan shall be submitted to the Engineer prior to the pre-construction conference (see KSP 1-08.0). At least one copy of the plan shall be posted at the work site. The industrial hygienist shall perform one or more follow-up site assessments as needed to approve the site following completion of the site cleanup. SECTION 1-07.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.4(3) COVID-19 Job Site Requirements Before commencing any work on the Project site, the Contractor shall develop and post at each job site a comprehensive COVID-19 exposure control, mitigation, and recovery plan that complies with the Phase 1 Construction Restart COVID-19 Job Site Requirements issued by the Governor, or subsequent modifications or phase amendments as the Governor may issue. Contractor must further meet and maintain all requirements of the plan, including providing materials, schedules, and equipment required to comply with those job site requirements or any future adjustments that may be made to job site requirements by the Governor or any applicable federal or state agency during the COVID- 19 emergency. A copy of the COVID-19 job site safety plan, along with the identification and contact information for the COVID-19 Supervisor, shall be provided to the Engineer. 1-07.4(4) Measurement “Health and Safety Plan” shall be measured by lump sum. 1-07.4(5) Payment The lump sum unit contract price for “Health and Safety Plan” shall be full payment for all Work associated with the preparation and implementation of the Health and Safety Plan including the initial and follow up assessment(s) for material handling, site cleanup, worker training, personal protective equipment, and providing required notifications. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: City of Renton – Street Use Permit 2020 CIPP Lining/Leyrer 1 - 16 October 8, 2020 Project Number: 20-3022 In addition to the City of Kent business license, the Contractor shall also obtain a City of Renton business license prior to the Notice to Proceed. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1,000,000 (one million dollars) shall require that no less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state-approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 2020 CIPP Lining/Leyrer 1 - 17 October 8, 2020 Project Number: 20-3022 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an “Apprentice Utilization Plan” within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a “Monthly Apprentice Reporting Form” on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor’s request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2020 CIPP Lining/Leyrer 1 - 18 October 8, 2020 Project Number: 20-3022 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 1-07.13 Contractor’s Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan The lump sum payment item for the “SPCC Plan” is for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. 2020 CIPP Lining/Leyrer 1 - 19 October 8, 2020 Project Number: 20-3022 SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor’s failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners 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. 2020 CIPP Lining/Leyrer 1 - 20 October 8, 2020 Project Number: 20-3022 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 Gabrielle Skorupa 206-305-4395 Comcast Aaron Cantrel 206-510-4222 (cell) Aaron_Cantrel@comcast.com Puget Sound Energy Gas Glenn Helton 253-395-6926 425-559-4647 (cell) Puget Sound Energy Power Hong Nguyen 425-449-6609 (cell) Hong.Nguyen@pse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.24 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. 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. 2020 CIPP Lining/Leyrer 1 - 21 October 8, 2020 Project Number: 20-3022 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. 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 2020 CIPP Lining/Leyrer 1 - 22 October 8, 2020 Project Number: 20-3022 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, and with the exception of the sanitary sewer lines listed in the next paragraph, 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. The CIPP lining of the following sanitary sewer lines on S 180th Street and East Valley Highway shall be installed as night work between 9:00 p.m. and 6:00 a.m. Monday through Thursday. SSMH #NN15 to SSMH #NN16 SSMH #NN17 to SSMH #NN18 SSMH #NN18 to SSMH #NN46 There shall be no traffic control lane restrictions on S 180th Street and East Valley Highway between 6:00 a.m. and 9:00 p.m. 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. 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. 2020 CIPP Lining/Leyrer 1 - 23 October 8, 2020 Project Number: 20-3022 The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by City 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 meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. 2020 CIPP Lining/Leyrer 1 - 24 October 8, 2020 Project Number: 20-3022 SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor’s written notice to protest. In any event, no protest will be allowed later than the date of the Contractor’s signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments 2020 CIPP Lining/Leyrer 1 - 25 October 8, 2020 Project Number: 20-3022 SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City’s Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor’s failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. 2020 CIPP Lining/Leyrer 1 - 26 October 8, 2020 Project Number: 20-3022 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 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for “Temporary Traffic Control Devices,” the work required for this item shall be furnishing barricades, 2020 CIPP Lining/Leyrer 1 - 27 October 8, 2020 Project Number: 20-3022 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 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 payments for the lump sum item “Temporary Traffic Control Devices” will be made on a prorated basis in accordance with the total job progress. 2020 CIPP Lining/Leyrer 7 - 1 October 8, 2020 Project Number: 20-3022 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-17 SANITARY SEWERS 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 bypass system through the project for the duration of the sewer lining work. 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 newly lined sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the newly lined piping has been cleaned and CCTV inspected. 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 Prior to cured-in-place pipe lining installation, each sewer host pipe shall be thoroughly cleaned to remove any solids and debris from the host pipe by jet cleaning or flush and pigging. After cured-in-place pipe lining installation, each CIPP lined 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. The Contractor shall be responsible to ensure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractor’s method prior to cleaning sewer mains. The rate of flushing shall be such that the flow will not overload the downstream pipes. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to ensure that the lift station is not overloaded. City water used for cleaning sewer lines shall be metered per Section 1- 05.16 and shall pass through an approved double check valve assembly. For non-Kent water, the Contractor shall follow the requirements of the private water purveyor. 2020 CIPP Lining/Leyrer 7 - 2 October 8, 2020 Project Number: 20-3022 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 CIPP Sanitary Sewer Lines The Contractor shall furnish all facilities, equipment, 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. Prior to reinstating the side sewers (laterals), the CIPP 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 the Contractor 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. 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. 2020 CIPP Lining/Leyrer 7 - 3 October 8, 2020 Project Number: 20-3022 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 following tables. LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 8 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 70 110 150 190 228 268 308 348 356 100 140 180 220 260 300 338 374 372 368 150 212 250 290 330 370 390 386 382 378 200 282 322 360 400 404 398 394 390 386 250 352 392 428 418 410 404 400 396 392 300 422 440 430 422 416 410 404 400 396 350 454 442 434 426 420 414 410 404 402 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 10 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 110 150 190 228 268 308 348 384 380 100 220 260 300 338 378 418 420 414 406 150 330 370 410 448 466 454 444 434 428 200 440 480 514 496 482 470 460 450 444 250 550 542 522 506 494 482 472 464 456 300 566 544 528 514 502 492 482 474 466 350 566 548 534 520 508 494 490 482 474 400 566 550 538 526 514 504 496 488 482 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 12 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 158 198 238 278 316 356 396 416 408 100 316 356 396 436 476 492 476 464 454 150 476 514 554 566 544 526 510 496 486 200 634 642 612 584 566 550 534 522 510 250 680 650 624 602 582 566 552 540 528 300 680 654 632 612 596 580 566 554 544 350 680 658 638 620 604 590 578 566 556 400 680 660 642 626 612 600 588 576 566 Time in seconds required for decompression from 3.5 psig to 3.0 psig. 2020 CIPP Lining/Leyrer 7 - 4 October 8, 2020 Project Number: 20-3022 LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 15 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 248 288 326 376 406 446 486 476 462 100 496 534 574 614 624 596 572 552 530 150 742 782 742 704 672 646 624 604 586 200 850 804 766 732 704 680 658 640 624 250 850 812 780 752 726 704 684 666 652 300 850 818 790 766 742 722 704 688 672 350 850 822 798 776 756 736 720 704 690 400 850 826 804 784 766 748 732 718 704 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 18 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 356 396 436 476 314 554 566 544 526 100 712 752 792 794 748 710 680 654 632 150 1020 952 896 850 810 778 748 722 700 200 1020 968 922 884 850 820 794 770 748 250 1020 978 940 906 876 850 826 804 784 300 1020 984 952 922 896 872 850 830 810 350 1020 990 960 916 912 890 868 850 832 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) LENGTH OF 24 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 0 0 40 80 118 158 198 238 278 316 50 634 674 712 752 792 794 748 710 680 100 1268 1246 1156 1082 1020 968 922 884 850 150 1360 1282 1214 1156 1106 1060 1020 984 952 200 1360 1300 1246 1200 1156 1118 1082 1050 1020 250 1360 1312 1268 1228 1190 1156 1124 1096 1068 300 1360 1320 1282 1246 1214 1184 1156 1130 1106 350 1360 1324 1292 1262 1232 1206 1180 1156 1134 400 1360 1330 1300 1272 1246 1222 1200 1178 1156 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17.3(2)H IS DELETED AND REPLACED WITH THE FOLLOWING: 7-17.3(2)H Television Inspection The Contractor shall inspect all sanitary sewer lines pre-CIPP- installation and post-CIPP-installation by using a closed circuit television (CCTV) camera. The costs incurred in making all CCTV pipe inspections shall be included in the bid item for CIPP Liner Installation. 2020 CIPP Lining/Leyrer 7 - 5 October 8, 2020 Project Number: 20-3022 The Contractor shall bear all costs incurred in correcting any deficiencies found during CCTV inspection including the costs of any additional CCTV inspections that may be required by the Engineer to verify the correction of said deficiencies. The CCTV inspection of sanitary sewer lines shall be performed by experienced personnel trained in locating sewer breaks, obstructions, and service connections using CCTV inspection techniques. The sewer line interior shall be carefully inspected to determine the location of any conditions that may prevent proper installation of CIPP. The Contractor shall review and submit to the Engineer a pre- installation closed circuit television (CCTV) video recording on a USB 3.0 Flash Drive digital video disc (DVD) and a written pipe inspection report. The Contractor shall verify and certify that the sanitary sewer to be lined is suitable in every way for rehabilitation by the CIPP method. Any lining work performed by the Contractor after the pre-installation CCTV inspection is considered the Contractor’s certification that the CIPP method is applicable and that the pipeline is suitable for lining. After the reinstatement of all lateral connections and cleaning of the CIPP lines, the Contractor shall complete a CCTV inspection of the CIPP lines and submit to the Engineer a post-installation CCTV video recording on a USB 3.0 Flash Drive digital video disc (DVD) and a written pipe inspection report. CCTV inspections and reports shall be per NASSCO reporting standards. DIVISION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-23 CURED IN PLACE PIPE LINING 7-23.1 Description This Section 7-23 describes work consisting of the rehabilitation of existing sanitary sewer pipe by the cured-in-place pipe (CIPP) liner method. 7-23.1(1) References Materials, construction, and testing practices shall conform to the following ASTM standards. This Section 7-23 incorporates by reference the latest revisions of the documents listed below. In case of conflict between the requirements of this Section 7-23 and the listed documents, the requirements of this Section 7-23 shall take precedence. All references to codes and standards shall be to the latest revised version. 2020 CIPP Lining/Leyrer 7 - 6 October 8, 2020 Project Number: 20-3022 Reference Title ASTM D543 Standard Practice for Evaluating the Resistance of Plastics to Chemical Reagents ASTM D638 Standard Test Methods for Tensile Properties of Plastics ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D792 Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D2122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics ASTM D5813 Standard Specification for Cure-In-Place Thermosetting Resin Sewer Piping Systems ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube ASTM F2561 Standard Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner 7-23.2 Materials Materials shall meet the requirements of Section 9-05.30. 7-23.3 Construction Requirements 7-23.3(1) Licensing, Certifications, and Experience Requirements 1. The CIPP installing Contractor or Subcontractor shall have a current license agreement with the product supplier, and a certification confirming that the Contractor’s handling and installation procedure is compatible with the CIPP product supplied. Submit certification documentation to the Engineer prior to installation. 2. Individuals installing the CIPP shall be certified by the product supplier. Submit certification documentation to the Engineer prior to installation. 3. CIPP Manufacturers seeking approval for this project shall meet all of the following criteria (unless approved otherwise by the City): a. A minimum of 1,000,000 linear feet of the CIPP product shall have been installed in the U.S. Acceptable documentation of these minimum installation requirements shall be submitted to the City. 4. Installing Contractors seeking approval for this project shall meet all of the following criteria (unless approved otherwise by the City): 2020 CIPP Lining/Leyrer 7 - 7 October 8, 2020 Project Number: 20-3022 a. The Installing Contractor shall have at least five (5) years active experience in CIPP installation. b. The Installing Contractor shall have successfully installed at least 1,000,000 feet of CIPP products in wastewater collection systems. Acceptable documentation of these minimum installation requirements shall be submitted to the City. c. The Installing Contractor’s Field Superintendent shall have a minimum of two (2) years of CIPP installation experience, successfully installed at least 50,000 linear feet of 6-inch to 36-inch diameter CIPP sewer lines, field experience on a minimum of ten (10) projects that required sewage bypass pumping, and shall be on site during the installation of the CIPP products. d. At least two (2) CIPP installation crew members shall each have a minimum of two (2) years of CIPP installation experience. e. The Curing Technician shall be certified and approved as an operator by the CIPP product manufacturer or an independent testing agency. The Contractor shall provide the City with the name and certification information of the Curing Technician. f. The Lateral Reinstatement Technician shall have a minimum of two (2) years of experience operating the remote cutting equipment during the reinstatement of side sewers (laterals) after CIPP installation. The Lateral Reinstatement Technician shall have reinstated a minimum of five hundred (500) side sewer connections. The Contractor shall provide the City with the name and experience documentation of the Lateral Reinstatement Technician. g. The Contractor shall submit written notification to the Engineer of any crew changes. Notification shall be a minimum of five (5) working days prior to the date of actual change. 7-23.3(2) Safety Requirements The Contractor shall perform all Work in strict accordance with all OSHA/WISHA requirements and the manufacturers’ safety requirements. Particular attention is drawn to the safety requirements regarding entering confined spaces. 7-23.3(3) Odor Control Plan The Contractor shall submit an Odor Control Plan to the Engineer for approval prior to starting construction. The Odor Control Plan shall outline the specific measures and procedures to be implemented if the City or Contractor receives a public complaint regarding styrene emissions or other construction-related odors. Specific measures to address odor complaints may include ventilating upstream and downstream manholes, odor monitoring, using pressure cleaners, fans or other measures to reduce or eliminate styrene odors, and other industry standard practices that minimize project-related odors. 2020 CIPP Lining/Leyrer 7 - 8 October 8, 2020 Project Number: 20-3022 7-23.3(4)A CIPP Repair Plan The Contractor shall submit a CIPP Repair Plan to the Engineer for approval prior to starting construction. The Repair Plan shall outline the specific repair or replacement procedures for potential defects that may occur in newly installed CIPP. Repair and replacement procedures shall be in accordance with the recommendations of the CIPP system manufacturer. Defects in the installed CIPP that will not affect the operation and long- term life of the product shall be identified and defined in the Repair Plan. Repairable defects that may occur in new CIPP installations shall be defined in the Repair Plan. For each repairable defect defined, the Contractor shall include a detailed step-by-step repair procedure which results in a finished product meeting the requirements of these contract specifications. Un-repairable defects that may occur in new CIPP installations shall be defined in the Repair Plan. For each un-repairable defect defined, the Contractor shall include a detailed recommended procedure for the removal and replacement of the defective CIPP. For the purposes of the Repair Plan, damages to the host pipe or lateral connections caused during the removal of intruding laterals, pipe cleaning, CIPP installation, or opening of active laterals are considered defects. 7-23.3(4)B Tree, Vegetation, and Soil Protection Plan The Contractor shall submit a Tree, Vegetation, and Soil Protection Plan to the Engineer for approval prior to starting construction. The Tree, Vegetation, and Soil Protection Plan shall outline how the Contractor will protect trees, vegetation, and soil from damage and contamination. 7-23.3(5) Quality Assurance At the request of the Engineer, the Contractor shall schedule and organize a 2-hour conference call with the product Supplier’s representative to discuss installation and inspection issues. Inspection items may include pre-installation requirements, product identification, installation procedures, equipment operation, and post-installation requirements. The Supplier shall also provide a checklist containing key elements of the CIPP installation criteria that are important for the City’s Inspector to ensure that quality control and testing requirements are performed in accordance with Supplier’s recommendations. Invitees to the conference call shall include the City’s Project Manager, Project Engineer, Construction Engineer, Construction Inspector, and other identified project staff, and the Contractor’s Project Manager and Superintendent. 2020 CIPP Lining/Leyrer 7 - 9 October 8, 2020 Project Number: 20-3022 The finished CIPP shall be continuous over the entire length of an insertion run between the upstream and downstream manholes, and shall be free from visual defects such as foreign inclusions, dry spots, lift spots, pinholes, delaminating, and tears. Folds or wrinkles in the finished CIPP which protrude into the pipe by more than 5% of nominal host pipe diameter are unacceptable and shall be removed and repaired by the Contractor. All repair work shall be at the Contractor’s expense. Methods of repair shall be in accordance with the Contractor’s approved Repair Plan. 7-23.3(6) Cleaning of Host Pipe and Pre-Installation CCTV Inspection The Contractor shall clean each sewer pipe to be lined prior to the installation of the liner per Section 7-17.3(2). All closed circuit television (CCTV) inspections shall conform to Section 7-17.3(2)H. The Contractor shall notify the Engineer a minimum of three (3) working days prior to performing the pre-installation CCTV inspection and shall provide the Engineer with a copy of the CCTV video and report for approval prior to the installation of the liner. During the pre-installation CCTV inspection, the Contractor shall determine the exact locations of the lateral connections to be reinstated. 7-23.3(7) Public Notification The Contractor shall implement a public notification program and be responsible for contacting each home or business connected to the sewer to be lined. The Contractor shall inform the residents of the work to be conducted and when the sewer will be off-line. The Contractor shall deliver a door hanger, which will be provided by the City, to each home or business two (2) weeks and then again 24 hours prior to any work being performed on the sewer line. Side sewers shall not be out of service for more than six (6) hours. 7-23.3(8) CIPP Installation Plan Prior to CIPP installation, the Contractor shall submit a CIPP Installation Plan to the Engineer for approval. The CIPP Installation plan shall be in accordance with the CIPP Supplier’s recommendations for the system used, and in accordance with this Project Manual. The CIPP Installation Plan submittal shall include at a minimum, the following elements: 1. Manufacturer’s product data for the hydrophilic end seals used and installation procedures. 2. Liner product data and pre-installation and installation procedures, including the following: a. Pre-installation storage procedures, temperature control, and handling procedures b. Minimum and maximum allowable pressures during insertion of the liner (inversion installation) c. Maximum allowable rate of liner installation 2020 CIPP Lining/Leyrer 7 - 10 October 8, 2020 Project Number: 20-3022 d. Inflation procedures (minimum and maximum pressures, temperatures, and duration) e. Curing procedures (minimum and maximum pressures, temperatures, and durations, and cooling down processes.) f. Lateral reinstatement installation procedures. 3. Equipment list and calibration record, including the following: a. All equipment required to completely install the CIPP, including reinstating laterals b. Backup equipment kept on site in the event of equipment breakdown c. Mitigation procedure in the event of key equipment failure for non-redundant equipment d. Most recent calibration records for temperature and pressure monitoring equipment 7-23.3(9) Temporary Sewer Bypass For CIPP Installation The Contractor shall furnish a temporary sewer bypass system for each lining site per Section 7-17.3(1). 7-23.3(10) CIPP Installation 7-23.3(10)A General CIPP installation shall be in accordance with the latest version of ASTM F1216 for Resin-Impregnated Flexible Tube (Felt Lining with Water Curing), Supplier’s recommendations, and as described below, except that Steam Curing is not allowed for this project. Fiberglass Lining and Ultraviolet Light Curing is also not allowed for this project. Neither the CIPP system, nor its installation shall cause adverse effects to any of the City’s and Metro Sewer’s processes or facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant. The Contractor shall notify the Engineer and identify any by- products produced as a result of the installation operations, test and monitor the levels, and comply with any and all local waste discharge requirements. The Contractor shall cleanup, restore existing surface conditions and structures, and repair any of the CIPP installations determined to be defective. The Contractor shall conduct installation operations and schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, businesses, and property owners or tenants. The completed CIPP shall protrude a minimum of ¼” and not more than 1-½” into each manhole. 7-23.3(10)B Felt Lining Installation With Water Curing 1. Sealing of Pipe Liner at the Ends: To prevent water movement between the host pipe and liner, provide a hydrophilic end seal at 2020 CIPP Lining/Leyrer 7 - 11 October 8, 2020 Project Number: 20-3022 both the upstream and downstream ends of the rehabilitated segments and between manholes. The seals shall be watertight. Seals shall be installed within 2 feet of the manhole channel entrances or exit points to be lined. See Section 9-05.30(1)B. 2. Resin Impregnation: The wet-out procedure for flexible fabric tube (felt liner) impregnation shall conform to the following requirements: a. Furnish flexible fabric tube (felt liner) per special provision 9- 05.30(1)A. The outside and/or inside layer of the tube liner shall be coated with an impermeable, flexible membrane that will contain the resin and facilitate, if applicable, vacuum impregnation and monitoring of the resin saturation during the resin impregnation (wetout) procedure. This membrane shall be compatible with the curing method. b. Vacuum-impregnate the felt liner with resin under controlled conditions. c. Use a volume of resin sufficient to fill all voids in the liner material at nominal thickness and diameter. Volume shall be adjusted by adding 5 to 10% excess resin for the change in resin volume due to polymerization and to allow for any migration of resin into the cracks and joints of the host pipe. Keep logs of resin volume actually used in the wet out process and submit to Engineer prior to installation. d. The resin impregnated tube shall be stored in accordance with Supplier recommendations and in such a manner that it will not be damaged, exposed to direct sunlight, exposed to any curing environment, or result in a public safety hazard. All materials may be subject to inspection and review by the Engineer prior to installation. e. Field (or onsite) wet out is not allowed for manhole to manhole CIPP liner installations. 3. Liner Installation: Liner installation shall conform to the following requirements: a. Inversion Method i. The product shall be inserted through an existing manhole or other access point by means of the Supplier’s recommended installation process and in accordance with ASTM F1216. The application of a hydrostatic head or compressed air shall fully extend the liner to the next designated manhole or termination point, fully inflate the liner, and firmly adhere the liner to the host pipe wall in accordance with ASTM F1216, Section 7.4. ii. The rate of the product installation shall not exceed the maximum rate recommended by the Supplier. b. Pull in Place Method i. The Pull in Place Method is not allowed for this project. 2020 CIPP Lining/Leyrer 7 - 12 October 8, 2020 Project Number: 20-3022 c. A lubricant may be used by the Contractor at their discretion to reduce friction during the liner installation. The lubricant shall be approved for use by both the Supplier and the Engineer, shall be a nontoxic product that meets the King County Industrial Waste discharge regulations, is acceptable for discharge into City and Metro sewers, shall have no detrimental effect on the liner and resin, and shall not support bacteria growth. 4. Water Curing a. After placement of the liner is complete, the Contractor shall provide a suitable heat source and distribution equipment. The equipment shall be capable of circulating hot water throughout the lined section to raise the temperature uniformly above the temperature required to affect the resin cure, in accordance with the resin Supplier’s instructions. The temperature and pressure requirements shall be determined by the liner and resin Supplier based on the resin/hardener system employed, and shall be maintained in accordance with the Supplier’s instructions and ASTM F1216. b. The heat source shall be fitted with continuous monitoring thermocouples to measure and record the temperature at the liner ends closest to and furthest from the heat supply. Water temperature during the cure period, as measured and recorded at the heat source inflow and outflow return lines, shall be in accordance with the resin Supplier’s instructions. Temperature of the CIPP shall be monitored through the use of continuous monitoring thermocouples inserted between the CIPP and host pipe at the liner end farthest from the heat source. c. The Contractor shall provide standby equipment to maintain the heat source supply. d. The Contractor shall submit a copy of the boiler log to the Engineer for each CIPP installation. The boiler log shall contain, but not be limited to, the following: i. Date of Installation ii. Site number(s) and address iii. The curing method used (Water). iv. The time when the pipe is at pressure and begins curing. v. Pressure readings vi. Temperature readings from cure start to the end of the cool down period. vii. Time of cure from start to finish. viii. Time of cool down from start to finish. 2020 CIPP Lining/Leyrer 7 - 13 October 8, 2020 Project Number: 20-3022 Both temperature and pressure reading shall be recorded at a minimum every 15 minutes throughout the curing and cool down process. e. The Contractor shall use ADA compliant hose covers where hoses and cables are laid out within a pedestrian access route, and hose covers suitable for vehicular traffic where hoses and cables are laid out within the roadway. 5. Cool Down a. The Contractor shall follow the resin Supplier’s cool-down instructions prior to relieving the static head. b. When relieving the static head, the discharged water temperature shall not exceed 100 degrees Fahrenheit. c. The rate of water being discharged while relieving the static head shall not exceed the capacity of the downstream pipe. The Contractor shall be responsible for determining the capacity of the downstream pipe prior to relieving the static head. Any damage resulting from the discharge operation including sewer backups shall be addressed by the Contractor, at the Contractor’s expense. d. The Contractor shall ensure that no vacuum is induced on the new CIPP during the release of head which could damage the installation. e. The Contractor shall not allow debris from the curing and installation process to be discharged downstream. 7-23.3(11) Testing 1. Material Testing a. Contractor shall provide restrained field samples as per ASTM F1216. The samples shall be large enough to allow for a minimum of five specimens for flexural testing per ASTM D790. One sample per CIPP installation shall be taken. If more than one section of mainline pipe was lined in one installation, one restrained sample shall be sufficient. Testing of the samples will be performed by the City’s Materials Testing Laboratory. Tests will be conducted in accordance with ASTM D638, D790, and D5813. Samples shall be clearly marked with the location, date, diameter, and wall thickness. Samples shall be furnished to the Engineer within 24 hours of installation. b. The Contractor shall be required, at no expense to the City, to replace or repair any CIPP liners that failed the flexural or wall thickness testing. 2020 CIPP Lining/Leyrer 7 - 14 October 8, 2020 Project Number: 20-3022 2. Field Testing a. Low Pressure Air Test: Each CIPP installation section shall be low pressure air tested prior to reinstatement of service laterals as specified in Section 7-17.3(2)F. b. Visual inspection of the CIPP shall be in accordance with applicable sections of ASTM F1216. c. After completion of the liner insertion, curing, service lateral reinstatement, and end sealing, the Contractor shall perform a CCTV inspection and shall provide the Engineer with a copy of the post-installation CCTV video and report. All CCTV inspections shall conform to Section 7-17.3(2)H. d. The Contractor shall repair the CIPP per Supplier recommendations if defects, including infiltration of groundwater, are observed. 7-23.3(12) Reinstatement of Laterals and Post-Installation CCTV Inspection After the lining material has cured, and the low-pressure air test has been completed to the satisfaction of the Engineer, the Contractor shall immediately relieve each lateral identified for reinstatement by opening a hole large enough to allow the liquid to drain off. The Contractor shall then reinstate the laterals to a minimum of 95% of their original diameter. The CIPP shall be made flush with the invert of the lateral. The opening, when complete, shall be smooth with no rough edges that could cause debris to collect and cause future blockages. All laterals shall be completely reinstated on the same day the liner was inserted. If reinstatement is delayed for any reason, it shall be the Contractor’s responsibility to accommodate the property owner by bypassing their lateral, if needed, at no additional cost to the City. The Contractor shall ensure that no damage to the laterals occurs as a result of the lateral opening. If the lateral opening cutter damages the lateral, the Contractor shall repair the lateral connection as approved by the Engineer. Repair of damage done to lateral connections shall be per the approved repair plan at no additional cost to the City. The lateral cutter shall be operated in the same direction as the pre- lining CCTV inspection and measured from the same reference point as the verified list of active laterals. The Contractor shall reinstate all existing lateral connections, unless the CCTV inspection shows the existing lateral connection capped at the main. The Contractor shall seal the connection between each reinstated lateral and the CIPP in accordance with the Manufacturer’s recommendations. The lateral connection seal shall be water tight for a groundwater pressure equal to the groundwater table being at the ground surface. The lateral connection seal shall not impede the flow in the reinstated lateral or the CIPP. Following lateral reinstatement, the Contractor shall remove all shavings and debris resulting from the reinstatement 2020 CIPP Lining/Leyrer 7 - 15 October 8, 2020 Project Number: 20-3022 operations. All shavings and debris must be captured and removed. The Contractor shall not permit any debris to travel downstream of the project site. At the Engineer’s request, the Contractor shall provide all coupons and shavings/debris for visual inspection prior to disposal. The post installation inspection shall be made with no flow in the pipe except flow from side sewers connected directly to the pipe being inspected. The view shall be up close, and shall slowly pan each lateral opening. During the post CCTV inspection, the camera must show the new CIPP at the upstream and downstream manholes to provide visual on the hydrophilic end seals. Each CCTV inspection shall include a close up view of the cut at each lateral invert. All CCTV inspections shall conform to Section 7-17.3(2)H. 7-23.3(13) Clean-Up and Restoration The Contractor shall maintain all project sites in a neat and orderly condition throughout the construction period. On or before the physical completion date, the Contractor shall clean and remove from the project site all surplus and discarded materials, temporary structures, and debris of any kind. The project site shall be left in a neat and orderly condition, equal to or better than prior to construction. 7-23.3(14) As-Built Records As-built records of CIPP installations shall be submitted to the Engineer within two weeks of the CIPP installations and CCTV inspections. At a minimum, the as-built records shall include the following: 1. The start and completion dates of the CIPP installations 2. The length of CIPP pipe(s) 3. Pipe size 4. Upstream and downstream manhole numbers 5. The location of the repairs and laterals in relation to either the upstream manhole (USMH) or downstream manhole (DSMH) 6. Type and thickness of liner installed 7. Number of laterals reinstated 8. The approximate depth of the repairs 9. Any unusual circumstances of repairs 10. Site address of repairs 11. Type of Liner (Felt) 12. Name of liner manufacturer 7-23.3(15) Warranty The Contractor shall provide a full materials warranty from the pipe liner manufacturer for a period of five (5) years from the date of Physical 2020 CIPP Lining/Leyrer 7 - 16 October 8, 2020 Project Number: 20-3022 Completion. The Contractor shall warrant each CIPP line against defects in surface preparation, lining application, and workmanship for a period of one (1) year from the date of Physical Completion. In the event that any defects are found in surface preparation, lining application, or workmanship during the one year warranty period, the five year materials warranty shall restart from the time any repairs have been made and accepted by the Engineer. The Contractor shall, within one month of written notice thereof, repair defects in materials and workmanship that may develop during said one year period. Defects shall be defined as: evidence of visible leakage of groundwater through the CIPP system, delaminating of any portion of the CIPP system as visible from CCTV inspection, or separation of any part of the CIPP system from the host pipe to the extent that the CIPP system inside diameter in the separated area is 95 percent or less of the completed CIPP system inside diameter. The Contractor shall also repair any damage to other Work, damage to sewer system components, damage to buildings, houses, or environmental damage caused by the backup of the sewer because of the failure of the lining system or repairing of same. Repairs shall include removal of the existing CIPP and lining if possible, or excavation and replacement of the section of pipe where the defect occurs. 7-23.4 Measurement CIPP Liner Installation shall be measured by the linear foot of CIPP liner installed, tested, and approved. The completed CIPP liner shall be measured from the upstream pipe end at the manhole protrusion to the downstream pipe end at the manhole protrusion. “Reinstate Lateral Connection” shall be measured per each lateral connection reinstated and approved. “Odor Control Plan”, “CIPP Repair Plan”, “CIPP Installation Plan”, “As- Built Records”, and “Tree, Vegetation, and Soil Protection Plan” will not be measured but will be paid for on a lump sum basis. 7-23.5 Payment The unit contract price per linear foot for “CIPP Liner Installation, 8, 10, 12, and 15 Inch Diameter” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary for CIPP liner installation, including but not limited to bypass pumping and/or diversion, pipe cleaning, removal and disposal of debris from the pipe, pre-construction and post-construction CCTV, testing, site cleanup, and all other work required to provide a complete cured-in- place pipe installation. The unit contract price per each for “Reinstate Lateral Connection” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary for lateral connection 2020 CIPP Lining/Leyrer 7 - 17 October 8, 2020 Project Number: 20-3022 reinstatement, including but not limited to bypass pumping and/or diversion, pipe cleaning, removal of debris from the pipe, pre- construction and post-construction CCTV, chemical grouting of lateral to main connection, testing, and all other work required to reinstate a lateral (side sewer) connection. The lump sum contract price for “Odor Control Plan” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to prepare, submit, update, and implement the odor control plan. The lump sum contract price for “CIPP Repair Plan” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to prepare, submit, update, and implement the CIPP repair plan. The lump sum contract price for “CIPP Installation Plan” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to prepare, submit, update, and implement the CIPP installation plan. The lump sum contract price for “As-Built Records” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to prepare, submit, revise and resubmit as necessary the CIPP as-built records. The lump sum contract price for “Tree, Vegetation, and Soil Protection Plan” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to prepare, submit, update, and implement the tree, vegetation, and soil protection plan. 2020 CIPP Lining/Leyrer 8 - 1 October 8, 2020 Project Number: 20-3022 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. 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. 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. 2020 CIPP Lining/Leyrer 8 - 2 October 8, 2020 Project Number: 20-3022 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A 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 SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 2020 CIPP Lining/Leyrer 8 - 3 October 8, 2020 Project Number: 20-3022 3. City of Kent 2017 Surface Water Design Manual 4. Construction Stormwater General Permit – WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 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 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. 2020 CIPP Lining/Leyrer 8 - 4 October 8, 2020 Project Number: 20-3022 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer’s guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer’s guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2020 CIPP Lining/Leyrer 8 - 5 October 8, 2020 Project Number: 20-3022 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 lbs/acre of “Mix A” unless otherwise directed by Engineer. Fertilizer 400 lbs/acre Wood Fiber 2,000 lbs/ acre Tackifier 80 lbs/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 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 2020 CIPP Lining/Leyrer 8 - 6 October 8, 2020 Project Number: 20-3022 8-01.3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets 2020 CIPP Lining/Leyrer 8 - 7 October 8, 2020 Project Number: 20-3022 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. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. 2020 CIPP Lining/Leyrer 8 - 8 October 8, 2020 Project Number: 20-3022 SECTION 8-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.4 Measurement “Surface Restoration” shall be measured by Force Account. SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment Payment for “Surface Restoration” shall be by Force Account for all labor, materials, tools, and equipment necessary to complete the surface restoration of all areas disturbed by the Contractor to equal to or better than pre-construction condition (as determined by the Engineer), including but not limited to sod, landscaping, hardscape, and pavement restoration. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 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. 2020 CIPP Lining/Leyrer 8 - 9 October 8, 2020 Project Number: 20-3022 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. 2020 CIPP Lining/Leyrer 8 - 10 October 8, 2020 Project Number: 20-3022 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 DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to “wood chip mulch.” A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment 2020 CIPP Lining/Leyrer 8 - 11 October 8, 2020 Project Number: 20-3022 The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment All costs for roadside restoration work shall be included in the Force Account Bid Item for “Surface Restoration” (see Section 8-01.5). 2020 CIPP Lining/Leyrer 9 - 1 October 8, 2020 Project Number: 20-3022 DIVISION 9 – MATERIALS 9-05 DRAINAGE STRUCTURES AND CULVERTS DIVISION 9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-05.30 Cured-In-Place Pipe 9-05.30(1)A Cured-In-Place Pipe CIPP products and materials shall be in accordance with the latest version of ASTM F1216 for Resin-Impregnated Flexible Tube (Felt Liner), with Supplier’s recommendations and as described below. Fiberglass Lining and Ultraviolet Light Curing is not allowed for this project. 1. CIPP Design Criteria The CIPP design shall be in accordance with the latest version of ASTM F1216, with physical properties and chemical resistance demonstrated per ASTM D5813, F1216 for Type III, Grade 2 CIPP classification, with final approval from the Engineer. The liner thickness shall be designed based on the engineering formulas listed in ASTM F1216 for “fully deteriorated” host pipes and the conditions indicated in the Table below. Flexural Modulus of Elasticity (Short Term) See Section below based on curing method Flexural Strength (Short Term) See Section below based on curing method Design Safety Factor 2.0 Creep Retention Factor 50% Ovality 2%, or as measured by field inspection Constrained Soil Modulus Per ASTM D3839, Soil Class III at 90% compaction Groundwater Depth At ground surface Soil Depth As specified in the contract Live Load HS-25 Soil Unit Weight 120 lbs/cf Minimum Service Life 50 years Design pipe lengths shall be from manhole to manhole. The Contractor shall field verify lengths prior to ordering materials. The diameter of the existing pipes may be different from the nominal inside diameter due to manufacturing or construction tolerances, settlement or corrosion. It is the Contractor’s responsibility to determine the diameter of each liner prior to ordering materials. The composite materials of the flexible tube and resin shall, upon installation inside the host pipe, meet or exceed the minimum CIPP initial structural properties indicated in ASTM F1216, the 2020 CIPP Lining/Leyrer 9 - 2 October 8, 2020 Project Number: 20-3022 Contractor’s approved design for that location and the initial chemical properties of ASTM D5813 when tested in accordance with ASTM D790 and D5813. For each sewer line, the Contractor shall submit site specific design calculations including wall thickness, liner length, and resin volume requirements of the CIPP to the Engineer for approval prior to the start of construction. The Contractor’s CIPP design calculations shall be stamped by a Professional Engineer registered in the State of Washington. In addition to sewer line specific design calculations, the Contractor shall submit the Manufacturer’s product data for the CIPP system used to the Engineer for approval prior to the start of construction. This product data submittal shall include the following items: a. Manufacturer’s product information and material safety data sheets for product components in the raw resin, hardeners, solvents, and other compounds or chemicals used in this project. b. Technical data demonstrating that the CIPP system meets the chemical resistance and corrosion resistance requirements of ASTM D5813, and F1216 (Appendix X2) for Type III, Grade 2 CIPP. c. Technical data demonstrating that the CIPP system has been manufactured, sampled, and tested in accordance with ASTM D5813, and F1216. 2. Flexible Fabric Tube (Felt Liner) Flexible Fabric Tube (felt liner), including main line pipe applications, shall consist of one or more layers of flexible needled felt or an equivalent non-woven material, or a combination of non- woven and woven materials capable of carrying resin and withstanding installation pressures. The felt liner shall be manufactured in accordance with ASTM F1216 and ASTM D5813. a. The liner shall be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be allowed in the length of the liner. No overlapping sections shall be allowed in the circumference of the liner when felt liner is used. b. The liner shall be capable of conforming to offset joints, bells, and disfigured pipe sections. It shall be able to stretch to fit irregular pipe sections and negotiate bends. c. The liner shall be marked at regular intervals along its entire length, not to exceed 5 feet. Markings shall include Supplier’s name or identifying symbol. 2020 CIPP Lining/Leyrer 9 - 3 October 8, 2020 Project Number: 20-3022 d. The liner shall be manufactured with materials from a consistent supplier. All materials of a similar type shall be from a single source for the entire project. e. The liner shall be fabricated to a size that, when installed, will tightly fit to the internal circumference and length of the host pipe. Allowance shall be made for circumferential stretching during the installation process. f. Liners shall be inserted by the inversion process.The liner shall be coated on one side with a translucent, waterproof coating of either one of the following: i. polyvinyl chloride (PVC) ii. polyurethane iii. polyethylene g. Inserting liners by the pull/winch method is not allowed for this project. h. The liner shall be of a light reflective color that ensures clear detailed in-pipe closed circuit television inspection of the installed cured-in-place pipe. i. The liner shall meet the chemical resistance criteria specified in ASTM D5813 and ASTM F1216 (Appendix X2) for Type III, Grade 2. 3. Resin for Water Curing Application The resin system for the cured-in-place pipe process using water curing shall be manufactured in accordance with ASTM F1216. Resin shall have the following characteristics: a. The resin shall be thermosetting, and either polyester, vinyl ester, or epoxy based. b. When cured, the resin shall have a flexural strength of not less than 4,500 psi (ASTM D790). c. When cured, the resin shall have a flexural modulus (short term) of not less than 250,000 psi (ASTM D790). d. When cured, the resin shall have a tensile strength of not less than 3,000 psi (ASTM D638) e. The resin shall be able to cure in the presence of water. f. The resin initiation temperature for curing should be less than 180 degrees F. g. The resin color shall be in contrast to the color of the liner fabric to assist in visual inspection. 2020 CIPP Lining/Leyrer 9 - 4 October 8, 2020 Project Number: 20-3022 h. The CIPP resin shall be compatible with the liner fabric, liner coating, other rehabilitation systems it may contact, and the host pipe materials. i. The resin shall form no excessive bubbling or wrinkling during lining. j. The resin shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. k. The resin shall have no fillers added for the sole purpose of increasing the resin volume. Resin shall include no more than 5% filler by volume for the purpose of modifying resin viscosity, heat transfer characteristics, or flexural modulus of a cured liner. 9-05.30(1)B Hydrophilic End Seal For CIPP Installation Hydrophilic end seals for CIPP installations shall consist of a circular rubber sealing element capable of resisting groundwater pressures equal to the groundwater table being at the ground surface. Hydrophilic end seals shall be manufactured in a seamless o-ring shape specific to the host pipe size. The rubber sealing element shall be of a type formulated to resist degradation when exposed to domestic sewage or any component of the CIPP system, and shall permanently swell in the presence of water to not less than 175% of its original thickness. Hydrophilic end seals shall be furnished with a mechanical or adhesive means of retention that will prevent any shifting or movement during and after CIPP installation and curing. Once installed and swelled, the hydrophilic end seals shall not reduce the internal diameter of the host pipe by more than 5%. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 – 67% sand and/or sandy loam and 33 – 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 “Test Methods for Moisture, Ash, and 2020 CIPP Lining/Leyrer 9 - 5 October 8, 2020 Project Number: 20-3022 Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A “Loss-On-Ignition Organic Matter Method.” Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot’s broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor’s expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Size * Percent Passing 2 inch 100 1 inch 99-100 5/8” 90 – 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in Section 9-14.5(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2020 CIPP Lining/Leyrer 9 - 6 October 8, 2020 Project Number: 20-3022 9-14.2(4) 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 SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 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 B (Landscaped Area Grass): Weight Proportion Seed Mix “B” Ingredient Min. % Pure Seed Min. % Germination Max. % Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewings Fescue 95% 90% 0.5% 40% Perennial Ryegrass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual Ryegrass 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 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4 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: 2020 CIPP Lining/Leyrer 9 - 7 October 8, 2020 Project Number: 20-3022 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. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(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 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) 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 2020 CIPP Lining/Leyrer 9 - 8 October 8, 2020 Project Number: 20-3022 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. 2020 CIPP Lining/Leyrer A - 1 October 8, 2020 Project Number: 20-3022 TRAFFIC CONTROL PLANS TRAFFIC CONTROL PLAN KENT, WA ADDL. NOTES: 28” REFL. CONE NOT TO SCALE N NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH SPEED LIMIT 40 POSTED SPEED LIMIT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: E VALLEY HWY ADA COMPLIANT HOSE COVER W2-401 EXIT CLOSED 36” x 24” 76 Gas/7-11 18010 E Valley Hwy Kent, WA 98032 SPECS TBD BY CITY OF KENT ROAD WORK AHEAD W20-1 W4-2L RIGHT LANE CLOSED AHEAD W20-5R S 1 8 0 S T METRO STOP UNAFFECTED KEEP LEFT R4-7 18” x 24” Planet Fitness 18129 E Valley Hwy Kent, WA 98032 Harbor Freight 18128 E Valley Hwy Kent, WA 98032 Bike lane, parking lane not present. No anticipated pedestrian impact. MANDATORY MUST RECEIVE PROPERTY OWNER PERMISSION TO CLOSE EXIT. ALT. DRIVEWAY(S) AVAILABLE. LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 1 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ADDL. NOTES: NOT TO SCALE N NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: E VALLEY HWY EXIT CLOSED 36” x 24” 76 Gas/7-11 18010 E Valley Hwy Kent, WA 98032 S 1 8 0 S T Chevron 18015 E Valley Hwy Kent, WA 98032 Bike lane, parking lane not present. No anticipated pedestrian impact. METRO STOP UNAFFECTED SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 2 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ROAD WORK AHEAD W20-1 W4-2L RIGHT LANE CLOSED AHEAD W20-5R SPEED LIMIT 40 POSTED SPEED LIMIT SPEED LIMIT 35 POSTED SPEED LIMIT ROAD WORK AHEAD W20-1 ROAD NARROWS W5-1 MAINTAIN 11’ MIN. LANE WIDTH ROAD WORK AHEAD W20-1RIGHT LANE CLOSED AHEAD W20-5R W4-2L ROAD WORK AHEAD W20-1 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 28” REFL. CONE LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION TRAFFIC CONTROL PLAN KENT/RENTON, WA MANDATORY MUST RECEIVE PROPERTY OWNER PERMISSION TO CLOSE EXIT. ALT. DRIVEWAY(S) AVAILABLE. ROAD WORK AHEAD W20-1 W4-2L RIGHT TWO LANES CLOSED AHEAD W20-501 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: 76 Gas/7-11 18010 E Valley Hwy Kent, WA 98032 S 180 STChevron 18015 E Valley Hwy Kent, WA 98032 ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. METRO STOP UNAFFECTED SPEED LIMIT 35 POSTED SPEED LIMIT ROAD NARROWS W5-1 MAINTAIN 11’ MIN. LANE WIDTH 28” REFL. CONE NOT TO SCALE N MA T CH S H E E T 4 SPEED LIMIT 40 POSTED SPEED LIMIT ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH E V A L L E Y H W Y W4-2L R3-5R MODIFIED OK 18” x 24” TRAFFIC CONTROL PLAN KENT/RENTON, WA SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 3 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED S 180 STCh e v r o n 18 0 1 5 E V a l l e y H w y Ke n t , W A 9 8 0 3 2 METRO STOPUNAFFECTEDROADWORKAHEADW2 0 - 1 W 4 - 2 L RIG H T L A N E CL O S E D AH E A D W 2 0 - 5 R ROADWORKAHEADW20-1ROADNARROWSW5-1 M A I N T AI N 1 1 ’ M I N . LA N E W I D T H ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2L ROAD WORK AHEAD W20-1 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 28” REFL. CONEMATC H S H E E T 3 SPEED LIMIT 40 POSTED SPEED LIMIT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: LEGEND 28” REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD NOT TO SCALE N ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH TRAFFIC CONTROL PLAN KENT/RENTON, WA SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 4 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ROAD WORK AHEAD W20-1 W4-2L RIGHT TWO LANES CLOSED AHEAD W20-501 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: 76 Gas/7-11 18010 E Valley Hwy Kent, WA 98032 S 180 STChevron 18015 E Valley Hwy Kent, WA 98032 ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. METRO STOP UNAFFECTED SPEED LIMIT 35 POSTED SPEED LIMIT ROAD NARROWS W5-1 MAINTAIN 11’ MIN. LANE WIDTH 28” REFL. CONE NOT TO SCALE N SPEED LIMIT 40 POSTED SPEED LIMIT ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH E V A L L E Y H W Y W4-2L R3-5R MODIFIED OK 18” x 24” MAT CH S H E E T 6 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED TRAFFIC CONTROL PLAN KENT/RENTON, WA SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 5 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED S 180 STChevron18015 E Valley HwyKent, WA 98032METRO STOPUNAFFECTEDROADWORKAHEADW20-1 W 4 - 2 L RIGHT LANECLOSEDAHEADW20-5R ROADWORKAHEADW20-1ROADNARROWSW5-1 M A I N T AI N 1 1 ’ M I N . LA N E W I D T H ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2L NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED SPEED LIMIT 40 POSTED SPEED LIMIT 28” REFL. CONE 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: TRAFFIC CONTROL PLAN KENT/RENTON, WA NOT TO SCALE N ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. MANDATORY DURING NON-BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH SPEED LIMIT 35 POSTED SPEED LIMIT E VALLE Y H W Y ROAD WORK AHEAD W20-1 W4-2L RIGHT LANE CLOSED AHEAD W20-5R LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 76 Gas/7-11 18010 E Valley Hwy Kent, WA 98032 S 180 STMATC H S HEET 5 MAINTAIN 11’ MIN. LANE WIDTH R3-5R MODIFIED OK 18” x 24” METRO STOP UNAFFECTED SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 6 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 42 AVE S SHALL MAINTAIN 11’ MIN. LANE WIDTH vvvvBUMPBUMPvvvvBUMPBUMPvvvvBUMPBUMPSUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 7 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 W1-4 ROAD WORK AHEAD W20-1W1-4 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 3. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 4. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: SPEED LIMIT 25 POSTED SPEED LIMIT S 253 STS 252 PLS 252 STADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N SPEED LIMIT 15 POSTED SPEED LIMIT IN CURVE NO OUTLET 36’ SHALL MAINTAIN 11’ MIN. LANE WIDTH SHALL MAINTAIN 11’ MIN. LANE WIDTH SHALL MAINTAIN 11’ MIN. LANE WIDTH ROAD WORK AHEAD W20-1 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW PROTECTIVE/WORK VEHICLE MANHOLE LOCATION NO PARK BARRICADE DISPLAYED 72 HRS IN ADVANCE OF CLOSURE vvvvBUMPBUMPvvvvBUMPBUMPvvvvBUMPBUMPSHOULDER SHOULDERSIDEWALK SIDEWALK SIDEWALK ENDS SIDEWALK ENDS SIDEWALK SIDEWALK ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP BE PREPARED TO STOP W20-7b W20-7a STOP BUMP W8-1 ADA COMPLIANT HOSE COVER SPECS TBD BY CITY OF KENT IF USED IN STREET OR SIDEWALK: SHALL DISPLAY THIS ADVANCE WARNING SIGN: ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a ADDL. NOTES: Bike lane, METRO route not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. STOP FLAGGER SHALL HOLD TRAFFIC AND ALLOW PEDESTRIANS TO BYPASS WORK AREA SAFELY USING WESTERN SHOULDER 28” REFL. CONETHIS SHEET: NO ANTICIPATED PEDESTRIAN IMPACT THIS SIDE OF STREET BE PREPARED TO STOP W20-7bW20-7aW1-4 W1-4 42 AVE SvvvvBUMPBUMPvvvvBUMPBUMP vvvvBUMPBUMP 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 3. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 4. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES:S 252 STTRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N S 251 STSHALL MAINTAIN 11’ MIN. LANE WIDTH SHALL MAINTAIN 11’ MIN. LANE WIDTH W1-4 W1-4 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 SHALL MAINTAIN 11’ MIN. LANE WIDTH SPEED LIMIT 25 POSTED SPEED LIMIT 36’ SHALL MAINTAIN 11’ MIN. LANE WIDTH SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 8 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. 28” REFL. CONE ROAD WORK AHEAD W20-1 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW PROTECTIVE/WORK VEHICLE MANHOLE LOCATION NO PARK BARRICADE DISPLAYED 72 HRS IN ADVANCE OF CLOSURE ADDL. NOTES: Bike lane, METRO route not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. SIDEWALK BE PREPARED TO STOP W20-7b W20-7a SIDEWALK BUMP W8-1 ADA COMPLIANT HOSE COVER SPECS TBD BY CITY OF KENT IF USED IN STREET OR SIDEWALK: SHALL DISPLAY THIS ADVANCE WARNING SIGN: STOP STOP THIS SHEET: NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER. SIDEWALK ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP BE PREPARED TO STOP W20-7bW20-7a BE PREPARED TO STOP W20-7bW20-7aSTOP FLAGGER SHALL HOLD TRAFFIC AND ALLOW PEDESTRIANS TO BYPASS WORK AREA SAFELY USING WESTERN SHOULDER FLAGGER SHALL HOLD TRAFFIC AND ALLOW PEDESTRIANS TO BYPASS WORK AREA SAFELY USING WESTERN SHOULDER THIS SHEET: NO ANTICIPATED PEDESTRIAN IMPACT THIS SIDE OF STREET SHOULDER SHOULDER W1-4 W1-4 vvvvBUMPBUMPvvvvBUMPBUMPvvvvBUMPBUMP 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 3. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 4. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N 42 AVE S S 251 STSHALL MAINTAIN 11’ MIN. LANE WIDTH SHALL MAINTAIN 11’ MIN. LANE WIDTH W1-4 ROAD WORK AHEAD W20-1 SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 9 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419S 250 STW1-4 ROAD WORK AHEAD W20-1 SHALL MAINTAIN 11’ MIN. LANE WIDTH SPEED LIMIT 25 POSTED SPEED LIMIT 36’ SHALL MAINTAIN 11’ MIN. LANE WIDTH ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. STOP FLAGGER SHALL HOLD TRAFFIC AND ALLOW PEDESTRIANS TO BYPASS WORK AREA SAFELY USING WESTERN SHOULDER W1-4 W20-7a BE PREPARED TO STOP W20-7b SIDEWALK BUMP W8-1 ADA COMPLIANT HOSE COVER SPECS TBD BY CITY OF KENT IF USED IN STREET OR SIDEWALK: SHALL DISPLAY THIS ADVANCE WARNING SIGN: STOP SIDEWALK ENDS ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER. ADDL. NOTES: Bike lane, METRO route not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. 28” REFL. CONE ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP STOP FLAGGER SHALL HOLD TRAFFIC AND CROSS PEDESTRIANS TO OPPOSITE SIDE OF STREET TO BYPASS WORK AREA SIDEWALK W20-7a BE PREPARED TO STOP W20-7b FLAGGER SHALL HOLD TRAFFIC AND CROSS PEDESTRIANS TO OPPOSITE SIDE OF STREET TO BYPASS WORK AREA LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW PEDESTRIAN CROSSING PROTECTIVE/WORK VEHICLE MANHOLE LOCATION NO PARK BARRICADE DISPLAYED 72 HRS IN ADVANCE OF CLOSURE W20-7a BE PREPARED TO STOP W20-7b SHOULDER SHOULDER W1-4 vvvvBUMPBUMPvvvvBUMPBUMPvvvvBUMPBUMP 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 3. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 4. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 10 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 SHALL MAINTAIN 11’ MIN. LANE WIDTH SHALL MAINTAIN 11’ MIN. LANE WIDTH W1-4 ROAD WORK AHEAD W20-1 S 250 STSPEED LIMIT 25 POSTED SPEED LIMIT W1-4 ROAD WORK AHEAD W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N 42 AVE S ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP STOPEXISTING SITE CONDITION S 249 ST36’ 28” REFL. CONE SPEED LIMIT 25 POSTED SPEED LIMIT LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW PROTECTIVE/WORK VEHICLE MANHOLE LOCATION NO PARK BARRICADE DISPLAYED 72 HRS IN ADVANCE OF CLOSURE BUMP W8-1 ADA COMPLIANT HOSE COVER SPECS TBD BY CITY OF KENT IF USED IN STREET OR SIDEWALK: SHALL DISPLAY THIS ADVANCE WARNING SIGN: STOP ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER. STOP FLAGGER SHALL HOLD TRAFFIC AND ALLOW PEDESTRIANS TO BYPASS WORK AREA SAFELY USING WESTERN SHOULDER SHOULDER ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP W1-4 W20-7a BE PREPARED TO STOP W20-7b ADDL. NOTES: Bike lane, METRO route not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. Work shown on this sheet shall be performed on Non-school days. SHOULDER NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER.STOPKEEP LEFT R4-7 18” x 24” W1-4 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 3. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 4. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: SHOULDER NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER.vvvvBUMPBUMPvvvvBUMPBUMPvvvvBUMPBUMPSPEED LIMIT 25 POSTED SPEED LIMIT W1-4 ROAD WORK AHEAD W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. 42 AVE S ROAD WORK AHEAD W20-1 STOP EXISTING SITE CONDITION S 249 ST36’ STOP STOP EXISTING SITE CONDITION S 248 STROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a SPEED LIMIT 25 POSTED SPEED LIMIT SPEED LIMIT 25 POSTED SPEED LIMIT LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW PROTECTIVE/WORK VEHICLE MANHOLE LOCATION NO PARK BARRICADE DISPLAYED 72 HRS IN ADVANCE OF CLOSURE ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOPSTOP STOP W20-7a BE PREPARED TO STOP W20-7b STOPSTOPROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a STOP STOP W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 11 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 BUMP W8-1 ADA COMPLIANT HOSE COVER SPECS TBD BY CITY OF KENT IF USED IN STREET OR SIDEWALK: SHALL DISPLAY THIS ADVANCE WARNING SIGN: NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER. NO SIDEWALK THIS SIDE OF STREET. PEDESTRIANS WALK ON SHOULDER. SHOULDER ADDL. NOTES: Bike lane, METRO route not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. Work shown on this sheet shall be performed on Non-school days. ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b W20-7a KEEP LEFT R4-7 18” x 24” KEEP LEFT R4-7 18” x 24” Sunnycrest Elementary 24629 42nd Ave S Kent, WA 98032 W1-4 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: METRO STOP UNAFFECTED SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 12 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N RIGHT LANE CLOSED AHEAD W20-5R ROAD WORK AHEAD W20-1 W4-2L 28” REFL. CONE NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 40 POSTED SPEED LIMIT 84 AVE SROAD WORK AHEAD W20-1 Texaco 19243 84th Ave S Kent, WA 98032 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION RIGHT LANE CLOSED AHEAD W20-5R W4-2L ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L W4-2R W2-401 R3-5R ONLY 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” SPOTTER SIDEWALK CLOSED 36” x 24” R9-9 SIDEWALK CLOSED 36” x 24” R9-9 METRO STOP UNAFFECTED ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. SPOTTER shall escort pedestrians safely around work area. Notify affected businesses of work times & dates. S 192 ST KEEP RIGHT R4-7 18” x 24” PED ACCESS MAINTAINED Business Park 8270 S 192nd St Kent, WA 98032 Master Halco 19130 84th Ave S Kent, WA 98032 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: METRO STOP UNAFFECTED SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 13 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N ROAD WORK AHEAD W20-1 28” REFL. CONE NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 40 POSTED SPEED LIMIT 84 AVE SROAD WORK AHEAD W20-1 Texaco 19243 84th Ave S Kent, WA 98032LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION RIGHT LANE CLOSED AHEAD W20-5R W4-2L ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L W4-2R W2-401 R3-5R ONLY 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” METRO STOP UNAFFECTED S 192 ST KEEP RIGHT R4-7 18” x 24” PED ACCESS MAINTAINED Business Park 8270 S 192nd St Kent, WA 98032 ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates. Master Halco 19130 84th Ave S Kent, WA 98032 SPEED LIMIT 30 SPEED LIMIT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: METRO STOP UNAFFECTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 30 SPEED LIMIT 84 AVE SROAD WORK AHEAD W20-1 Texaco 19243 84th Ave S Kent, WA 98032 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE MANHOLE LOCATION ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L W4-2R W2-401 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED METRO STOP UNAFFECTED S 192 ST PED ACCESS MAINTAINED Business Park 8270 S 192nd St Kent, WA 98032 SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 14 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N Master Halco 19130 84th Ave S Kent, WA 98032 R3-5L MODIFIED OK 18” x 24” R3-5L MODIFIED OK 18” x 24” KEEP RIGHT R4-7 18” x 24” B & F Inc. 8040 S 192nd St Kent, WA 98032 Modular Arts 8207 S 192nd St Kent, WA 98032 ALEKO 8307 S 192nd St Kent, WA 98032 R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates. 28” REFL. CONE R3-5L MODIFIED OK 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED KEEP RIGHT R4-7 18” x 24” KEEP RIGHT R4-7 18” x 24” 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: METRO STOP UNAFFECTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 30 SPEED LIMIT 84 AVE SROAD WORK AHEAD W20-1 Texaco 19243 84th Ave S Kent, WA 98032 LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE MANHOLE LOCATION ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L W4-2R W2-401 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED METRO STOP UNAFFECTED S 192 ST PED ACCESS MAINTAINED Business Park 8270 S 192nd St Kent, WA 98032 SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 15 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N Master Halco 19130 84th Ave S Kent, WA 98032 R3-5L MODIFIED OK 18” x 24” R3-5L MODIFIED OK 18” x 24” KEEP RIGHT R4-7 18” x 24” B & F Inc. 8040 S 192nd St Kent, WA 98032 Modular Arts 8207 S 192nd St Kent, WA 98032 ALEKO 8307 S 192nd St Kent, WA 98032 R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates. 28” REFL. CONE R3-5L MODIFIED OK 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED KEEP RIGHT R4-7 18” x 24” KEEP RIGHT R4-7 18” x 24” LEFT LANE CLOSED AHEAD W20-5L MATCH SHEET 16W4-2R SPEED LIMIT 30 SPEED LIMIT 80 AVE SLEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE MANHOLE LOCATION LEFT LANE CLOSED AHEAD W20-5L W4-2R W2-401 Hayden Manufacturing 19056 80th Ave S Kent, WA 98032 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N B & F Inc. 8040 S 192nd St Kent, WA 98032 R3-5R ONLY 18” x 24” ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates. 28” REFL. CONE NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 16 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 MATCH SHEET 15W2-401 R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED The Light Brigade, Inc. 8039 S 192nd St Kent, WA 98032NO OUTLETADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: METRO STOP UNAFFECTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 30 SPEED LIMIT 84 AVE STexaco 19243 84th Ave S Kent, WA 98032 LEGEND SIGN LOCATION ROAD WORK AHEAD W20-1 METRO STOP UNAFFECTED S 192 ST Business Park 8270 S 192nd St Kent, WA 98032 SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 17 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N Master Halco 19130 84th Ave S Kent, WA 98032 B & F Inc. 8040 S 192nd St Kent, WA 98032 Modular Arts 8207 S 192nd St Kent, WA 98032 ALEKO 8307 S 192nd St Kent, WA 98032 ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates.MATCH SHEET 18LEFT LANE CLOSED AHEAD W20-5LW4-2R SPEED LIMIT 30 SPEED LIMIT 80 AVE SLEGEND WORK AREA 28” REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE MANHOLE LOCATION W2-401 Hayden Manufacturing 19056 80th Ave S Kent, WA 98032 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE N B & F Inc. 8040 S 192nd St Kent, WA 98032 ADDL. NOTES: Bike lane, parking lane not present. Traffic control shall be removed and ROW shall be opened to it’s full width during non-working hours. No anticipated pedestrian impact. (this sheet) Notify affected businesses of work times & dates. 28” REFL. CONE NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ( ).OPTIONAL 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 ( ) NO ANTICIPATED IMPACT.OPTIONAL 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: SUPERVISOR PHONE NUMBER (office) 8/29/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@trafficcontrolplan.net 18 2020 CIPP Project JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 MATCH SHEET 17R3-5R ONLY 18” x 24” R3-5R ONLY 18” x 24” NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED The Light Brigade, Inc. 8039 S 192nd St Kent, WA 98032NO OUTLETADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. KEEP RIGHT R4-7 18” x 24” R3-5L MODIFIED OK 18” x 24” KEEP RIGHT R4-7 18” x 24” KEEP RIGHT R4-7 18” x 24” LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SEQUENTIAL ARROW SIGN TRAFFIC DIRECTION SIGN SPACING = X ROAD TYPE SIGN SPACING (X) URBAN 25 / 30 MPH 200 FT* *SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS WORK AREA GENERAL NOTES: 1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES 3 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR TEMPORARY WALKWAY CONSTRUCTED 4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK 5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE 6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH 7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS OTHERWISE SPECIFIED 8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC DRUMS WITH WEIGHTED BASE 9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS 10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS 11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK 12 CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK: * KENT SCHOOL DISTRICT AT (253) 373-7442 * FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960 13 CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT 206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT PCMS NOTES: 1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK 2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE OF INSTALLING PCMS * CHANNELIZING DEVICES ARE NOT REQUIRED DURING PAVING OPERATIONS ADDITIONAL REQUIRED SIGNS: THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY CONDITIONS * W21-801 "ABRUPT LANE EDGE" * W8-2001 "GROOVED PAVEMENT" * W8-1 "BUMP" ACCORDING TO RCW 47.36.200, ROAD PROJECTS WHERE GROOVED PAVEMENT, ABRUPT LANE EDGES, STEEL PLATES, AND/OR GRAVEL OR EARTH ROADWAY SURFACE ARE PRESENT, W21-1701 SIGN SHALL BE INSTALLED WARNING MOTORISTS FROM ALL DIRECTION OF TRAFFIC. City of Kent Public Works Department Engineering Division G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R1), 12/1/2017 6:30:59 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1 WORK AREA * CHANNELIZING DEVICES ARE NOT REQUIRED DURING PAVING OPERATIONS SIGN SPACING = X ROAD TYPE SIGN SPACING (X) URBAN 25 / 30 MPH 200 FT* *SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SEQUENTIAL ARROW SIGN TRAFFIC DIRECTION ACCORDING TO RCW 47.36.200, ROAD PROJECTS WHERE GROOVED PAVEMENT, ABRUPT LANE EDGES, STEEL PLATES, AND/OR GRAVEL OR EARTH ROADWAY SURFACE ARE PRESENT, W21-1701 SIGN SHALL BE INSTALLED WARNING MOTORISTS FROM ALL DIRECTION OF TRAFFIC. PCMS NOTES: 1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK 2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE OF INSTALLING PCMS ADDITIONAL REQUIRED SIGNS: THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY CONDITIONS * W21-801 "ABRUPT LANE EDGE" * W8-2001 "GROOVED PAVEMENT" * W8-1 "BUMP" LEGEND GENERAL NOTES: 1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES 3 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR TEMPORARY WALKWAY CONSTRUCTED 4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK 5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE 6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH 7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS OTHERWISE SPECIFIED 8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC DRUMS WITH WEIGHTED BASE 9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS 10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS 11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK 12 CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK: * KENT SCHOOL DISTRICT AT (253) 373-7442 * FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960 13 CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT 206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT City of Kent Public Works Department Engineering Division G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R2), 12/1/2017 6:31:05 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1 WORK AREA SIGN SPACING = X ROAD TYPE SIGN SPACING (X) URBAN 25 / 30 MPH 200 FT* *SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SEQUENTIAL ARROW SIGN TRAFFIC DIRECTION ACCORDING TO RCW 47.36.200, ROAD PROJECTS WHERE GROOVED PAVEMENT, ABRUPT LANE EDGES, STEEL PLATES, AND/OR GRAVEL OR EARTH ROADWAY SURFACE ARE PRESENT, W21-1701 SIGN SHALL BE INSTALLED WARNING MOTORISTS FROM ALL DIRECTION OF TRAFFIC. PCMS NOTES: 1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK 2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE OF INSTALLING PCMS ADDITIONAL REQUIRED SIGNS: THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY CONDITIONS * W21-801 "ABRUPT LANE EDGE" * W8-2001 "GROOVED PAVEMENT" * W8-1 "BUMP" LEGEND GENERAL NOTES: 1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES 3 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR TEMPORARY WALKWAY CONSTRUCTED 4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK 5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE 6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH 7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS OTHERWISE SPECIFIED 8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC DRUMS WITH WEIGHTED BASE 9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS 10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS 11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK 12 CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK: * KENT SCHOOL DISTRICT AT (253) 373-7442 * FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960 13 CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT 206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT City of Kent Public Works Department Engineering Division G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R3), 12/1/2017 6:31:10 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1 SIDEWALK BARRICADE TEMPORARY WALKWAY FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SEQUENTIAL ARROW SIGN TRAFFIC DIRECTION ACCORDING TO RCW 47.36.200, ROAD PROJECTS WHERE GROOVED PAVEMENT, ABRUPT LANE EDGES, STEEL PLATES, AND/OR GRAVEL OR EARTH ROADWAY SURFACE ARE PRESENT, W21-1701 SIGN SHALL BE INSTALLED WARNING MOTORISTS FROM ALL DIRECTION OF TRAFFIC. PCMS NOTES: 1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK 2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE OF INSTALLING PCMS ADDITIONAL REQUIRED SIGNS: THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY CONDITIONS * W21-801 "ABRUPT LANE EDGE" * W8-2001 "GROOVED PAVEMENT" * W8-1 "BUMP" LEGEND GENERAL NOTES: 1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES 3 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR TEMPORARY WALKWAY CONSTRUCTED 4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK 5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE 6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH 7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS OTHERWISE SPECIFIED 8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC DRUMS WITH WEIGHTED BASE 9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS 10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS 11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK 12 CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK: * KENT SCHOOL DISTRICT AT (253) 373-7442 * FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960 13 CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT 206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT City of Kent Public Works Department Engineering Division G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (SW1), 12/1/2017 6:31:15 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1 SIDEWALK BARRICADE SIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSEDUSE OTHER SIDEFLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SEQUENTIAL ARROW SIGN TRAFFIC DIRECTION ACCORDING TO RCW 47.36.200, ROAD PROJECTS WHERE GROOVED PAVEMENT, ABRUPT LANE EDGES, STEEL PLATES, AND/OR GRAVEL OR EARTH ROADWAY SURFACE ARE PRESENT, W21-1701 SIGN SHALL BE INSTALLED WARNING MOTORISTS FROM ALL DIRECTION OF TRAFFIC. PCMS NOTES: 1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK 2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE OF INSTALLING PCMS ADDITIONAL REQUIRED SIGNS: THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY CONDITIONS * W21-801 "ABRUPT LANE EDGE" * W8-2001 "GROOVED PAVEMENT" * W8-1 "BUMP" LEGEND GENERAL NOTES: 1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES 3 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR TEMPORARY WALKWAY CONSTRUCTED 4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK 5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE 6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH 7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS OTHERWISE SPECIFIED 8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC DRUMS WITH WEIGHTED BASE 9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS 10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS 11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK 12 CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK: * KENT SCHOOL DISTRICT AT (253) 373-7442 * FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960 13 CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT 206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT City of Kent Public Works Department Engineering Division G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (SW2), 12/1/2017 6:31:19 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1 2020 CIPP Lining/Leyrer A - 2 October 8, 2020 Project Number: 20-3022 PREVAILING WAGE RATES 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: 10/13/2020 County Trade Job Classification Wage HolidayOvertime Note *Risk Class King Asbestos Abatement Workers Journey Level $52.39 5D 1H View King Boilermakers Journey Level $69.29 5N 1C View King Brick Mason Journey Level $60.57 7E 1N View King Brick Mason Pointer-Caulker-Cleaner $60.57 7E 1N View King Building Service Employees Janitor $26.28 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $26.63 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View King Cabinet Makers (In Shop)Journey Level $22.74 1 View King Carpenters Acoustical Worker $64.94 7A 4C View King Carpenters Carpenter $64.94 7A 4C View King Carpenters Carpenters on Stationary Tools $65.07 7A 4C View King Carpenters Creosoted Material $65.07 7A 4C View King Carpenters Floor Finisher $64.94 7A 4C View King Carpenters Floor Layer $64.94 7A 4C View King Carpenters Scaffold Erector $64.94 7A 4C View King Cement Masons Application of all Composition Mastic $64.84 7A 4U View King Cement Masons Application of all Epoxy Material $64.34 7A 4U View King Cement Masons Application of all Plastic Material $64.84 7A 4U View King Cement Masons Application of Sealing Compound $64.34 7A 4U View King Cement Masons Application of Underlayment $64.84 7A 4U View King Cement Masons Building General $64.34 7A 4U View King Cement Masons Composition or Kalman Floors $64.84 7A 4U View King Cement Masons Concrete Paving $64.34 7A 4U View King Cement Masons Curb & Gutter Machine $64.84 7A 4U View King Cement Masons Curb & Gutter, Sidewalks $64.34 7A 4U View King Cement Masons Curing Concrete $64.34 7A 4U View King Cement Masons Finish Colored Concrete $64.84 7A 4U View King Cement Masons Floor Grinding $64.84 7A 4U View King Cement Masons Floor Grinding/Polisher $64.34 7A 4U View King Cement Masons Green Concrete Saw, self- powered $64.84 7A 4U View King Cement Masons Grouting of all Plates $64.34 7A 4U View King Cement Masons Grouting of all Tilt-up Panels $64.34 7A 4U View Page 1 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Cement Masons Gunite Nozzleman $64.84 7A 4U View King Cement Masons Hand Powered Grinder $64.84 7A 4U View King Cement Masons Journey Level $64.34 7A 4U View King Cement Masons Patching Concrete $64.34 7A 4U View King Cement Masons Pneumatic Power Tools $64.84 7A 4U View King Cement Masons Power Chipping & Brushing $64.84 7A 4U View King Cement Masons Sand Blasting Architectural Finish $64.84 7A 4U View King Cement Masons Screed & Rodding Machine $64.84 7A 4U View King Cement Masons Spackling or Skim Coat Concrete $64.34 7A 4U View King Cement Masons Troweling Machine Operator $64.84 7A 4U View King Cement Masons Troweling Machine Operator on Colored Slabs $64.84 7A 4U View King Cement Masons Tunnel Workers $64.84 7A 4U View King Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $116.80 7A 4C View King Divers & Tenders Dive Supervisor/Master $81.98 7A 4C View King Divers & Tenders Diver $118.80 7A 4C 8V View King Divers & Tenders Diver On Standby $76.98 7A 4C View King Divers & Tenders Diver Tender $69.91 7A 4C View King Divers & Tenders Manifold Operator $69.91 7A 4C View King Divers & Tenders Manifold Operator Mixed Gas $74.91 7A 4C View King Divers & Tenders Remote Operated Vehicle Operator/Technician $69.91 7A 4C View King Divers & Tenders Remote Operated Vehicle Tender $65.19 7A 4C View King Dredge Workers Assistant Engineer $70.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View King Dredge Workers Boatmen $70.62 5D 3F View King Dredge Workers Engineer Welder $71.97 5D 3F View King Dredge Workers Leverman, Hydraulic $73.41 5D 3F View King Dredge Workers Mates $70.62 5D 3F View King Dredge Workers Oiler $70.07 5D 3F View King Drywall Applicator Journey Level $64.94 5D 1H View King Drywall Tapers Journey Level $65.31 5P 1E View King Electrical Fixture Maintenance Workers Journey Level $31.99 5L 1E View King Electricians - Inside Cable Splicer $89.11 7C 4E View King Electricians - Inside Cable Splicer (tunnel)$95.77 7C 4E View King Electricians - Inside Certified Welder $86.08 7C 4E View King Electricians - Inside Certified Welder (tunnel) $92.44 7C 4E View King Electricians - Inside Construction Stock Person $43.18 7C 4E View King Electricians - Inside Journey Level $83.05 7C 4E View King Electricians - Inside Journey Level (tunnel)$89.11 7C 4E View King Electricians - Motor Shop Journey Level $47.53 5A 1B View King Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View King Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View King Electricians - Powerline Construction Groundperson $49.17 5A 4D View King Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View King Journey Level Lineperson $75.64 5A 4D View Page 2 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Electricians - Powerline Construction King Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View King Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View King Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View King Electricians - Powerline Construction Powderperson $56.49 5A 4D View King Electronic Technicians Journey Level $53.57 7E 1E View King Elevator Constructors Mechanic $97.31 7D 4A View King Elevator Constructors Mechanic In Charge $105.06 7D 4A View King Fabricated Precast Concrete Products All Classifications - In-Factory Work Only $18.25 5B 1R View King Fence Erectors Fence Erector $44.40 7A 4V 8Y View King Fence Erectors Fence Laborer $44.40 7A 4V 8Y View King Flaggers Journey Level $44.40 7A 4V 8Y View King Glaziers Journey Level $69.26 7L 1Y View King Heat & Frost Insulators And Asbestos Workers Journeyman $79.43 5J 4H View King Heating Equipment Mechanics Journey Level $89.61 7F 1E View King Hod Carriers & Mason Tenders Journey Level $54.01 7A 4V 8Y View King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B 1K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.50 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 View King Insulation Applicators Journey Level $64.94 7A 4C View King Ironworkers Journeyman $75.23 7N 1O View King Laborers Air, Gas Or Electric Vibrating Screed $52.39 7A 4V 8Y View King Laborers Airtrac Drill Operator $54.01 7A 4V 8Y View King Laborers Ballast Regular Machine $52.39 7A 4V 8Y View King Laborers Batch Weighman $44.40 7A 4V 8Y View King Laborers Brick Pavers $52.39 7A 4V 8Y View King Laborers Brush Cutter $52.39 7A 4V 8Y View Page 3 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Brush Hog Feeder $52.39 7A 4V 8Y View King Laborers Burner $52.39 7A 4V 8Y View King Laborers Caisson Worker $54.01 7A 4V 8Y View King Laborers Carpenter Tender $52.39 7A 4V 8Y View King Laborers Cement Dumper-paving $53.35 7A 4V 8Y View King Laborers Cement Finisher Tender $52.39 7A 4V 8Y View King Laborers Change House Or Dry Shack $52.39 7A 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $53.35 7A 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $52.39 7A 4V 8Y View King Laborers Choker Setter $52.39 7A 4V 8Y View King Laborers Chuck Tender $52.39 7A 4V 8Y View King Laborers Clary Power Spreader $53.35 7A 4V 8Y View King Laborers Clean-up Laborer $52.39 7A 4V 8Y View King Laborers Concrete Dumper/Chute Operator $53.35 7A 4V 8Y View King Laborers Concrete Form Stripper $52.39 7A 4V 8Y View King Laborers Concrete Placement Crew $53.35 7A 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $53.35 7A 4V 8Y View King Laborers Crusher Feeder $44.40 7A 4V 8Y View King Laborers Curing Laborer $52.39 7A 4V 8Y View King Laborers Demolition: Wrecking & Moving (Incl. Charred Material) $52.39 7A 4V 8Y View King Laborers Ditch Digger $52.39 7A 4V 8Y View King Laborers Diver $54.01 7A 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $53.35 7A 4V 8Y View King Laborers Dry Stack Walls $52.39 7A 4V 8Y View King Laborers Dump Person $52.39 7A 4V 8Y View King Laborers Epoxy Technician $52.39 7A 4V 8Y View King Laborers Erosion Control Worker $52.39 7A 4V 8Y View King Laborers Faller & Bucker Chain Saw $53.35 7A 4V 8Y View King Laborers Fine Graders $52.39 7A 4V 8Y View King Laborers Firewatch $44.40 7A 4V 8Y View King Laborers Form Setter $52.39 7A 4V 8Y View King Laborers Gabian Basket Builders $52.39 7A 4V 8Y View King Laborers General Laborer $52.39 7A 4V 8Y View King Laborers Grade Checker & Transit Person $54.01 7A 4V 8Y View King Laborers Grinders $52.39 7A 4V 8Y View King Laborers Grout Machine Tender $52.39 7A 4V 8Y View King Laborers Groutmen (Pressure) Including Post Tension Beams $53.35 7A 4V 8Y View King Laborers Guardrail Erector $52.39 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $54.01 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $53.35 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $52.39 7A 4V 8Y View King Laborers High Scaler $54.01 7A 4V 8Y View King Laborers Jackhammer $53.35 7A 4V 8Y View King Laborers Laserbeam Operator $53.35 7A 4V 8Y View Page 4 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Maintenance Person $52.39 7A 4V 8Y View King Laborers Manhole Builder-Mudman $53.35 7A 4V 8Y View King Laborers Material Yard Person $52.39 7A 4V 8Y View King Laborers Motorman-Dinky Locomotive $53.35 7A 4V 8Y View King Laborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $53.35 7A 4V 8Y View King Laborers Pavement Breaker $53.35 7A 4V 8Y View King Laborers Pilot Car $44.40 7A 4V 8Y View King Laborers Pipe Layer Lead $54.01 7A 4V 8Y View King Laborers Pipe Layer/Tailor $53.35 7A 4V 8Y View King Laborers Pipe Pot Tender $53.35 7A 4V 8Y View King Laborers Pipe Reliner $53.35 7A 4V 8Y View King Laborers Pipe Wrapper $53.35 7A 4V 8Y View King Laborers Pot Tender $52.39 7A 4V 8Y View King Laborers Powderman $54.01 7A 4V 8Y View King Laborers Powderman's Helper $52.39 7A 4V 8Y View King Laborers Power Jacks $53.35 7A 4V 8Y View King Laborers Railroad Spike Puller - Power $53.35 7A 4V 8Y View King Laborers Raker - Asphalt $54.01 7A 4V 8Y View King Laborers Re-timberman $54.01 7A 4V 8Y View King Laborers Remote Equipment Operator $53.35 7A 4V 8Y View King Laborers Rigger/Signal Person $53.35 7A 4V 8Y View King Laborers Rip Rap Person $52.39 7A 4V 8Y View King Laborers Rivet Buster $53.35 7A 4V 8Y View King Laborers Rodder $53.35 7A 4V 8Y View King Laborers Scaffold Erector $52.39 7A 4V 8Y View King Laborers Scale Person $52.39 7A 4V 8Y View King Laborers Sloper (Over 20")$53.35 7A 4V 8Y View King Laborers Sloper Sprayer $52.39 7A 4V 8Y View King Laborers Spreader (Concrete)$53.35 7A 4V 8Y View King Laborers Stake Hopper $52.39 7A 4V 8Y View King Laborers Stock Piler $52.39 7A 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $44.40 7A 4V 8Y View King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $53.35 7A 4V 8Y View King Laborers Tamper (Multiple & Self- propelled) $53.35 7A 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer & Cribber) $53.35 7A 4V 8Y View King Laborers Toolroom Person (at Jobsite) $52.39 7A 4V 8Y View King Laborers Topper $52.39 7A 4V 8Y View King Laborers Track Laborer $52.39 7A 4V 8Y View King Laborers Track Liner (Power)$53.35 7A 4V 8Y View King Laborers Traffic Control Laborer $47.48 7A 4V 9C View King Laborers Traffic Control Supervisor $50.31 7A 4V 9C View King Laborers Truck Spotter $52.39 7A 4V 8Y View King Laborers Tugger Operator $53.35 7A 4V 8Y View Page 5 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Tunnel Work-Compressed Air Worker 0-30 psi $129.67 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 30.01-44.00 psi $134.70 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi $138.38 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi $144.08 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi $146.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi $151.30 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi $153.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 70.01-72.00 psi $155.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi $157.20 7A 4V 9B View King Laborers Tunnel Work-Guage and Lock Tender $54.11 7A 4V 8Y View King Laborers Tunnel Work-Miner $54.11 7A 4V 8Y View King Laborers Vibrator $53.35 7A 4V 8Y View King Laborers Vinyl Seamer $52.39 7A 4V 8Y View King Laborers Watchman $40.36 7A 4V 8Y View King Laborers Welder $53.35 7A 4V 8Y View King Laborers Well Point Laborer $53.35 7A 4V 8Y View King Laborers Window Washer/Cleaner $40.36 7A 4V 8Y View King Laborers - Underground Sewer & Water General Laborer & Topman $52.39 7A 4V 8Y View King Laborers - Underground Sewer & Water Pipe Layer $53.35 7A 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or Planting Laborers $40.36 7A 4V 8Y View King Landscape Construction Landscape Operator $72.28 7A 3K 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $64.94 5D 1H View King Marble Setters Journey Level $60.57 7E 1N View King Metal Fabrication (In Shop)Journey Level $40.08 1 View King Millwright Journey Level $66.44 7A 4C View King Modular Buildings Cabinet Assembly $13.50 1 View King Modular Buildings Electrician $13.50 1 View King Modular Buildings Equipment Maintenance $13.50 1 View King Modular Buildings Plumber $13.50 1 View King Modular Buildings Production Worker $13.50 1 View King Modular Buildings Tool Maintenance $13.50 1 View King Modular Buildings Utility Person $13.50 1 View King Modular Buildings Welder $13.50 1 View King Painters Journey Level $43.40 6Z 2B View King Pile Driver Crew Tender $69.91 7A 4C View King Pile Driver Crew Tender/Technician $69.91 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $80.76 7A 4C View Page 6 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $85.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $89.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 54.01 - 60.00 PSI $94.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $97.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $102.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI $104.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $106.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI $108.26 7A 4C View King Pile Driver Journey Level $65.19 7A 4C View King Plasterers Journey Level $61.67 7Q 1R View King Playground & Park Equipment Installers Journey Level $13.50 1 View King Plumbers & Pipefitters Journey Level $90.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $73.49 7A 3K 8X View King Power Equipment Operators Assistant Engineer $69.12 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper)$72.84 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $72.84 7A 3K 8X View King Power Equipment Operators Bobcat $69.12 7A 3K 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Equipment Operators Brooms $69.12 7A 3K 8X View King Power Equipment Operators Bump Cutter $72.84 7A 3K 8X View King Power Equipment Operators Cableways $73.49 7A 3K 8X View King Power Equipment Operators Chipper $72.84 7A 3K 8X View King Power Equipment Operators Compressor $69.12 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $69.12 7A 3K 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $73.49 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $72.84 7A 3K 8X View King Power Equipment Operators Conveyors $72.28 7A 3K 8X View King Power Equipment Operators Cranes friction: 200 tons and over $75.72 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $74.22 7A 3K 8X View King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators $75.72 7A 3K 8X View Page 7 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Cranes: 300 tons and over or 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $73.49 7A 3K 8X View King Power Equipment Operators Cranes: A-frame - 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $74.99 7A 3K 8X View King Power Equipment Operators Cranes: through 19 tons with attachments, A-frame over 10 tons $72.28 7A 3K 8X View King Power Equipment Operators Crusher $72.84 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View King Power Equipment Operators Derricks, On Building Work $73.49 7A 3K 8X View King Power Equipment Operators Dozers D-9 & Under $72.28 7A 3K 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $72.28 7A 3K 8X View King Power Equipment Operators Drilling Machine $74.22 7A 3K 8X View King Power Equipment Operators Elevator And Man-lift: Permanent And Shaft Type $69.12 7A 3K 8X View King Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $72.84 7A 3K 8X View King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $72.28 7A 3K 8X View King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $69.12 7A 3K 8X View King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View King Power Equipment Operators Gradechecker/Stakeman $69.12 7A 3K 8X View King Power Equipment Operators Guardrail Punch $72.84 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $73.49 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $72.28 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $72.84 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Loader, Overhead 8 Yards. & Over $74.22 7A 3K 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $73.49 7A 3K 8X View King Power Equipment Operators Loaders, Overhead Under 6 Yards $72.84 7A 3K 8X View King Power Equipment Operators Loaders, Plant Feed $72.84 7A 3K 8X View King Power Equipment Operators Loaders: Elevating Type Belt $72.28 7A 3K 8X View King Power Equipment Operators Locomotives, All $72.84 7A 3K 8X View Page 8 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators Material Transfer Device $72.84 7A 3K 8X View King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $74.22 7A 3K 8X View King Power Equipment Operators Motor Patrol Graders $73.49 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 7A 3K 8X View King Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $69.12 7A 3K 8X View King Power Equipment Operators Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $72.28 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $72.84 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $74.22 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $73.49 7A 3K 8X View King Power Equipment Operators Pavement Breaker $69.12 7A 3K 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $72.84 7A 3K 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $72.28 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $69.12 7A 3K 8X View King Power Equipment Operators Power Plant $69.12 7A 3K 8X View King Power Equipment Operators Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $73.49 7A 3K 8X View King Power Equipment Operators Rigger and Bellman $69.12 7A 3K 8X View King Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $72.28 7A 3K 8X View King Power Equipment Operators Rollagon $73.49 7A 3K 8X View King Power Equipment Operators Roller, Other Than Plant Mix $69.12 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift Materials $72.28 7A 3K 8X View King Power Equipment Operators Roto-mill, Roto-grinder $72.84 7A 3K 8X View King Power Equipment Operators Saws - Concrete $72.28 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators Scrapers - Concrete & Carry All $72.28 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $73.49 7A 3K 8X View King Power Equipment Operators Service Engineers - Equipment $72.28 7A 3K 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $69.12 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $72.28 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $73.49 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $72.84 7A 3K 8X View King Power Equipment Operators $74.22 7A 3K 8X View Page 9 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $74.99 7A 3K 8X View King Power Equipment Operators Slipform Pavers $73.49 7A 3K 8X View King Power Equipment Operators Spreader, Topsider & Screedman $73.49 7A 3K 8X View King Power Equipment Operators Subgrader Trimmer $72.84 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $72.28 7A 3K 8X View King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $74.22 7A 3K 8X View King Power Equipment Operators Tower Crane: over 175’ through 250’ in height, base to boom $74.99 7A 3K 8X View King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $75.72 7A 3K 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $73.49 7A 3K 8X View King Power Equipment Operators Trenching Machines $72.28 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $72.28 7A 3K 8X View King Power Equipment Operators Truck Mount Portable Conveyor $72.84 7A 3K 8X View King Power Equipment Operators Welder $73.49 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $69.12 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operators $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Assistant Engineer $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper)$72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Batch Plant Operator, Concrete $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bobcat $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brooms $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bump Cutter $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cableways $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Chipper $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Compressor $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Finish Machine - Laser Screed $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $73.49 7A 3K 8X View Page 10 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Up To 42m $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Conveyors $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes friction: 200 tons and over $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 300 tons and over or 300' of boom including jib with attachments $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: A-frame - 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: Friction cranes through 199 tons $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: through 19 tons with attachments, A-frame over 10 tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Crusher $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Derricks, On Building Work $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Dozers D-9 & Under $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drill Oilers: Auger Type, Truck Or Crane Mount $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drilling Machine $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Elevator And Man-lift: Permanent And Shaft Type $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Finishing Machine, Bidwell And Gamaco & Similar Equipment $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklift: 3000 Lbs And Over With Attachments $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklifts: Under 3000 Lbs. With Attachments $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Gradechecker/Stakeman $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Guardrail Punch $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $73.49 7A 3K 8X View Page 11 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Locator $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Operator $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead 8 Yards. & Over $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Overhead Under 6 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Plant Feed $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders: Elevating Type Belt $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Locomotives, All $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Material Transfer Device $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Motor Patrol Graders $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Oil Distributors, Blower Distribution & Mulch Seeding Operator $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 100 Tons And Over $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 45 Tons Through 99 Tons $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pavement Breaker $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pile Driver (other Than Crane Mount) $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Plant Oiler - Asphalt, Crusher $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Posthole Digger, Mechanical $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Power Plant $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View Page 12 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Remote Control Operator On Rubber Tired Earth Moving Equipment $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger and Bellman $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger/Signal Person, Bellman (Certified) $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rollagon $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Other Than Plant Mix $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Plant Mix Or Multi-lift Materials $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roto-mill, Roto-grinder $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Saws - Concrete $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scraper, Self Propelled Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers - Concrete & Carry All $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers, Self-propelled: 45 Yards And Over $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Service Engineers - Equipment $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shotcrete/Gunite Equipment $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 90 Metric Tons $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Slipform Pavers $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Spreader, Topsider & Screedman $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Subgrader Trimmer $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Bucket Elevators $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane Up To 175' In Height Base To Boom $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane: over 175’ through 250’ in height, base to boom $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Cranes: over 250' in height from base to boom $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $73.49 7A 3K 8X View Page 13 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Trenching Machines $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/Driver Under 100 Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Welder $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $72.84 7A 3K 8X View King Power Line Clearance Tree Trimmers Journey Level In Charge $53.10 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $50.40 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $53.10 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $47.48 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $36.10 5A 4A View King Refrigeration & Air Conditioning Mechanics Journey Level $85.51 6Z 1G View King Residential Brick Mason Journey Level $60.57 7E 1N View King Residential Carpenters Journey Level $32.06 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $48.17 7A 4C View King Residential Drywall Tapers Journey Level $47.73 5P 1E View King Residential Electricians Journey Level $36.01 1 View King Residential Glaziers Journey Level $45.90 7L 1H View King Residential Insulation Applicators Journey Level $29.87 1 View King Residential Laborers Journey Level $26.18 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $27.80 1 View King Residential Plumbers & Pipefitters Journey Level $39.43 1 View King Residential Refrigeration & Air Conditioning Mechanics Journey Level $55.87 5A 1G View King Residential Sheet Metal Workers Journey Level (Field or Shop) $54.01 7F 1R View King Residential Soft Floor Layers Journey Level $51.07 5A 3J View King Residential Sprinkler Fitters (Fire Protection) Journey Level $50.89 5C 2R View King Residential Stone Masons Journey Level $60.57 7E 1N View King Residential Terrazzo Workers Journey Level $55.71 7E 1N View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $55.55 5A 3H View King Roofers Using Irritable Bituminous Materials $58.55 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $89.61 7F 1E View Page 14 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Heat & Frost Insulator $79.43 5J 4H View King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Operating Engineer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Warehouse/Teamster $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Welder / Burner $36.36 7V 1 View King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Electrician $47.42 7X 4J View King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $79.43 5J 4H View King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers & Installers (Electrical) Journey Level $49.44 0 1 View King Sign Makers & Installers (Non- Electrical) Journey Level $31.96 0 1 View King Soft Floor Layers Journey Level $51.07 5A 3J View King Solar Controls For Windows Journey Level $13.50 1 View King Sprinkler Fitters (Fire Protection)Journey Level $84.39 5C 1X View King Stage Rigging Mechanics (Non Structural) Journey Level $13.50 1 View King Stone Masons Journey Level $60.57 7E 1N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $72.28 7A 3K 8X View King Surveyors Chainman $69.12 7A 3K 8X View King Surveyors Construction Site Surveyor $73.49 7A 3K 8X View King Telecommunication Technicians Journey Level $53.57 7E 1E View King Cable Splicer $41.81 5A 2B View Page 15 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Telephone Line Construction - Outside King Telephone Line Construction - Outside Hole Digger/Ground Person $23.53 5A 2B View King Telephone Line Construction - Outside Installer (Repairer)$40.09 5A 2B View King Telephone Line Construction - Outside Special Aparatus Installer I $41.81 5A 2B View King Telephone Line Construction - Outside Special Apparatus Installer II $40.99 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $41.81 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $38.92 5A 2B View King Telephone Line Construction - Outside Telephone Lineperson $38.92 5A 2B View King Telephone Line Construction - Outside Television Groundperson $22.32 5A 2B View King Telephone Line Construction - Outside Television Lineperson/Installer $29.60 5A 2B View King Telephone Line Construction - Outside Television System Technician $35.20 5A 2B View King Telephone Line Construction - Outside Television Technician $31.67 5A 2B View King Telephone Line Construction - Outside Tree Trimmer $38.92 5A 2B View King Terrazzo Workers Journey Level $55.71 7E 1N View King Tile Setters Journey Level $55.71 7E 1N View King Tile, Marble & Terrazzo Finishers Finisher $46.54 7E 1N View King Traffic Control Stripers Journey Level $49.13 7A 1K View King Truck Drivers Asphalt Mix Over 16 Yards $63.85 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $63.71 5D 4Y 8L View King Truck Drivers Dump Truck $63.71 5D 4Y 8L View King Truck Drivers Dump Truck & Trailer $63.85 5D 4Y 8L View King Truck Drivers Other Trucks $63.85 5D 4Y 8L View King Truck Drivers - Ready Mix Transit Mix $63.85 5D 4Y 8L View King Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $17.71 1 View King Well Drillers & Irrigation Pump Installers Oiler $13.50 1 View King Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Page 16 of 16 9/28/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 1 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 2 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 3 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 4 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 5 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 6 Overtime Codes Continued 4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 7 Overtime Codes Continued 4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) 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. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 8 Overtime Codes Continued 4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. 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. ZOvertime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 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. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on 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 after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 9 Holiday Codes Continued 5. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- 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, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 10 Holiday Codes Continued 7. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 11 Holiday Codes Continued 7. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 12 Holiday Codes Continued 7. Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day. (12) Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 13 Note Codes Continued 8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) f eet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 14 Note Codes Continued 8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. B. 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. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 15 Note Codes Continued 9. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. 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. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. 2020 CIPP Lining/Leyrer A - 3 October 8, 2020 Project Number: 20-3022 PERMITS City of Renton - Minor Franchise Permit DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20004463 Permit Not Issued IVR Number: 20004463 Permit Information Permit Name: City of Kent public utilities Address/Location:10/01/2020Application Date:3926800030Parcel Number: 202 SW 43RD ST Permit Type:Issue Date:Franchise Permit Work Class:Expiration Date:Minor Utility Job Number: 20-3022Franchise Type:Water / Sewer Description: City of Kent installing a cure in place pipe lining under S. 180th St along the west side of East Valley Hwy. THe installation of the liner will require construction equipment to be placed over the existing sewer manhole within the street to complete the installation. Restoration per City of Renton standards Contacts Name Address PhoneTypeBilling Dennis johnson City of Kent B: (253) 856-6505ApplicantX Thomas Leyrer City of Kent B: (253) 856-5562Contact EAST VALLEY PETULA LLC 249 SW 41ST ST RENTON , WA 98057 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COM MUNITY AND ECONOMIC DEVELOPMENT ent onCITY OF Planning Division | 1-055 south Grady way, 6th Floor I Renton, wA 98057 | 42s-430-7200 Email: ffanqhisepermits@rentonwa.sov Website: rentonwa.sov Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franch¡seperm¡ts@rentonwa.sov. Permit cost ¡s 5630.00. tnspection fee for trenching more than 60 linealfeet or installation of 6 or more poles will be billed at 560.00 per hour. City of Kent Public Works FRANCHISE PERMIT APPLICATION Franchise Agency: Franchise Job Number: Contact Name: Job Site Address: Description of Work: 20-3022 Thomas Leyer East Valley HW. and S. 180th St. tleyrer@kentwa.gov Phone: Email: Project Name 253-856-5562 253-856-5562 This work will consist of installing a Cure-ln-Place-Pipe lin ing under S. 180th St along the west side of East Valley Hwy. The installation of the liner will require construction equipment to be placed over the existing sewer manhole within the street to complete the installation ! New Construction Ø Repair/Relocate n Underground n Overhead n S¡dewalk n Street ! OpenTrench E Bore #of feet: Please check all that Contractor Name: TBD Phone: State Contractors License #City of Renton Business License # Signature Date INSPECTIONS SHALL BE REQUESTED 24HQ!!RS PùK)&TO COMMENCEMENT OF ALLWORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs øre required to be cølled in lor job størt, re-inspection and project final. Re-inspectíon fees øre bilted øt $nS/nour. AII Pre-Construction meetings shatt be scheduted øt a moximum 74 to the stort date. "l certify.that I am th.e.ow..ner or.applicant's authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton'irench Restoration añd Street Overlay Requirements. "M}1/,r /eeao Approved as submitted Pre-Construction Meeting required Approved w¡th comments or redlines Camera inspection of utilities required Plan ReviewlDevelopment Engineering S¡te Construction lnspector Development Êngineering Manager Date Date Date Page 1of 1 I Published: I/2/20L9 MFP20004463 Scott Warlick Contractor information will be required prior to the start of construction. Monday - Friday 8:00AM - 3:00PM MFP20004463 Scott Warlick CED 10/7/2020 APPLICANT AGREES TO ALL THE FOLLOWING: • TCP must be approved prior to commencing the work, and all permit conditions shall be met. • Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non -work hours. • The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. • Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. • TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDCT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. ■ Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Approved Temporary TCP must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Any vehicle, equipment, barricade, or portable tow -away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. • The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street; 425-430-7423). hn A2 Ic P o C rT?" 6 o - c _-La Applicant's Signature Print Name Date Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. I Page 2 of 2 1 Published: 11/25/2019 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20004463 Engineering 1 Engineering General Conditions Contractor information required prior to the start of construction. Page 1 of 1