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CAG2024-259 - Original - Strickland & Sons Excavation LLC - Mill Creek Reestablishment: East Smith St to Central Ave N - 05/30/2024
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) WASHINGTON Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Melissa Dahl Public Works Date Sent: Date Required: > 05/30/2024 6/7/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Interlocal Agreement Uploaded to Website 5/7/2024 Budclet Account Number: Grant? Yes NoF-] D20086 Budget?❑✓ Yes Type: N/A Vendor Name: Category: Strickland & Sons Excavation, LLC Contract Vendor Number: Sub-Category: Original 0 Project Name: Mill Creek Reestablishment - East Smith Street to Central Avenue North E --4 1. Project Details: The project consists of approximately 200 tons of sediment removal along 0 P J pP Y 6 r 9 `~ Mill Creek between E. Smith Street and Central Ave N C C Basis for Selection of Contractor: � Agreement Amount: $3 292 409. Bid GJ r *Memo to Mayormustbeoaached Start Date: 11 0 days after NTP Termination Date: 90 Working days from Start a Local Business? Yes F]No*If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process F1 Exempt(KCC 5.01.045) FlAuthorized Signer Verified Notice required prior to disclosure? Contract Number: Yes❑No CAG2024-259 Comments: IM C C 3 � Nmo a Date Received:City Attorney: 5/30/24 Date Routed:Mayor's Office 5/30/24 City Clerk's Office 5/31/24 adccW22373_7_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 5/30/24,2:43 PM Mill Creek Reestablishment—East Smith Street to Central Avenue North-Award-City of Kent,Washington City of Kent M Motion passes Washington Y7 2024j'00P/V KE 0 T Action Item L W-....... 3985 Mill Creek Reestablishment — East Smith Street to Central Avenue North - Award Information Department: Public Works Department Sponsors: Category: Award Bid Attachments Printout Mill Creek Reestablishment - East Smith Street to Central Avenue North Bid Tab Budget Impact BUDGET IMPACT: Funds to complete this work will be paid for using the Drainage Utility fund. Motion MOTION: I move to Award the Mill Creek Reestablishment - East Smith Street to Central Avenue North project to Strickland and Sons Excavation, LLC, in the amount of $3,292,409.03 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. Summary SUMMARY: The Mill Creek Reestablishment project will reduce urban flooding by removing accumulated sediment and invasive vegetation. Planting of the creek banks will be completed this fall by City staff. The work includes removal of sediment in Mill Creek from East Smith Street to Central Avenue North. Additional work along the east bank of Mill Creek at Kennebeck Avenue North includes installation of guardrail, embedded sheet pile walls and surface restoration of the roadway. The bid opening for the Mill Creek Reestablishment - East Smith Street to Central Avenue Nortl project was held on April 30, 2024, with four bids received. The lowest responsible and responsiv( bid was submitted by Strickland and Sons Excavation, LLC in the amount of $3,292,409.03. Bid Tab Summary_ 01. Strickland and Sons Excavation, LLC $3,292,409.03 02. Road Construction Northwest, Inc. $3,737,248.69 03. Active Construction, Inc. $3,926,241.97 04. Quigg Bros., Inc. $4,365,314.03 Engineer's Estimate $4,204,074.90 https://kentwa.igm2.com/Citizens/Detail_LegiFile.aspx?MeetinglD=5574&MediaPosition=4568.135&ID=3985&CssClass=&Print=Yes 1/2 5/30/24,2:43 PM Mill Creek Reestablishment—East Smith Street to Central Avenue North-Award-City of Kent,Washington Meeting History City May 7, 2024 7:00 PM Video Council City Council Regular Meeting Meeting Public Works Director Chad Bieren provided an overview of the 2024 Mill Creek Reestablishment project bid and recommended awarding to Strickland and Sons Excavation, LLC. RESULT: MOTION PASSES [UNANIMOUS] MOVER: Brenda Fincher, Councilmember SECONDER: Toni Troutner, Councilmember AYES: Satwinder Kaur, Bill Boyce, John Boyd, Brenda Fincher, Marli Larimer, Toni Troutner, Zandria Michaud Discussion Add Comment Powered by Granicus https:Hkentwa.igm2.com/Citizens/Detail_LegiFile.aspx?MeetinglD=5574&MediaPosition=4568.135&ID=3985&CssClass=&Print=Yes 2/2 CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 BIDS ACCEPTED UNTIL April 2-530th, 2024 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KENT W A S H 1 NGTON 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 Kent Standard Plans Section 6 Traffic Control Plans Section 7 MUTCD Section 8 WSDOT Standard Plans Section 9 WSDOT Fish Exclusion Protocols and Standards Section 10 Construction Noise, Vibration, And Settlement Monitoring And Control Section 11 Project Permits Section 12 Geotechnical Section 13 Photos - pedestrian bridges and culverts Section 14 Catalog Sheets Section 15 Prevailing Wage Rates Section 16 Sediment Core Sampling Report CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 BIDS ACCEPTED UNTIL April th, 2024 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR O$EP KENTd 45765 37912 �Obs � I j � WA5HINGTON r18T ��6IoNAL E���� MAL End ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Non-Discrimination Policy Administrative Policy 1.2 - Inclusive Contracting Proposal Subcontractor List (over $1 million) - HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) - Structural Steel Installation and 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 Kent Special Provisions Kent Standard Plans Traffic Control Plans MUTCD WSDOT Standard Plans WSDOT Fish Exclusion Protocols and Standards Project Permits Geotechnical Report Photos Catalog sheets Prevailing Wage Rates CITY OF SCENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 BIDS ACCEPTED UNTIL April 25th, 2024 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER.TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 440 of Nwto KEN T WASH I N G T O N Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 a Kent Standard Plans Section 6 Traffic Control Plans Section 7 M UTCD Section S WSDOT Standard Plans Section 9 WSDOT Fish Exclusion Protocols and Standards Section 10 Construction Noise, Vibration, And Settlement Monitoring And Control Section 11 Project Permits Section 12 Geotechnical Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Section 13 Photos - pedestrian bridges and culverts Section 14 Catalog Sheets Section 15 Prevailing Wage Rates Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek Reestablishment - East smith street to Central Avenue North Project Number: 24-3012 BIDS ACCEPTED UNTIL April 25th, 2024 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVEI&JO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 'ram z * C7 45765 L�(� KENT A 37912 W A W i N G T O N ��9IoNAL 9IpN LIGi�"1� Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Non-Discrimination Policy Administrative Policy 1.2 — Inclusive Contracting Proposal Subcontractor List (over $1 million) — HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) — Structural Steel Installation and Ptebar 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 Kent Special Provisions Kent Standard plans Traffic Control Flans M UTCD WSDOT Standard Plans WSDOT Fish Exclusion Protocols and Standards Project Permits Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,coM - Always verify ScAl Geotechnical Report Photos Catalog sheets Prevailing Wage Rates Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.coM - Always Verify Scal INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through April 25, 2024, up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid," Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 The City Clerk Will read the bide out loud from the Clerk's o,fficef, Individuals calm stand in the lobby batside the Clerk's office during the bid opening to hear the bid results. The project consists of approximately 6,200 tons of sediment removal along Mill Creek between E. Smith Street and Central Ave N. Work includes fish exclusion, dewatering, bypass pumping, in-channel sedlMent excavation, removal of invasive non-native vegetation, removal of large trees in two locations including Mill Creek Middle School, and along a City owned parcel north of James Street, and installation of approximately 800 LF of steel sheet pile (approximately 9,200 SF) shoring along the paved west road shoulder of Kennebeck Ave N and repaving of Kennebeck Avenue. The contractor shall plan for possible long lead times for the procurement of steel sheets in meeting the project completion schedule. All in-water work shall take place within the mandated freshwater fish window as determined by the Washington Department of Fish and Wildlife, which is from June 16 to September 15, 2024. Additionally, tree removal work near Mill Creek Middle School shall be completed before August 16, 2024, to not impact school activities before the start of the academic calendar year. Future native riparian plantings along the project reach will be completed by others. The Engineer's estimated range for this project is approximately $4,000,000 - $4,400,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Karin B.ayes at 253-856-5657, For technical questions, please call Melissa Dahl at 253-856-6511. 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. Nd 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 httus://www.kentwa.aov/nav- and-analy/bids-procurement-rfns. Copies of the WSDOT Standard Specifications are: available for perusal only. Apprentice Utill2ation 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 5% of the bid must be included with the bid. Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com - Always verify SCal 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. 11246. The City of Kent, In accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this Invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. No bidder may withdraw his/her bid for a period of miry (60) days after the day of bid opening. Dated this 10th day of April 2024, BY: UOLLAA�l JMA� Kimberley 6. 'omoto, City Clerk Published: Daily Journal of Commerce on April 11 and 18, 2024 Washington Stag Office of Minority and Women's Business Enterprise on April 11, 2024 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always verify seal CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order *11246) Date 1'1 � This statement relates to a proposed contract with the City of Kent named Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 I am the undersigned bidder or prospective contractor. I represent that - 1. I %� have, have not, participated in a previous contract or subcontract subject to the President's Executive Order *11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER waw a(- BY: i'1Gf r- -IGNA R /TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 1 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DECLARATION CITY OF KENT NON-DISCRIMINATION POLICY The City of Kent (City) is committed to conform to Federal and State laws regarding equal opportunity. As such all contractors, subcontractors, consultants, vendors, and suppliers who perform work with relation to this Agreement shall comply with the regulations of the City's equal employment opportunity policies. The City of Kent and its contractors are subject to and will comply with the following: • Title VI of the Civil Rights Act of 1964 (42 U.S.C, § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis, of race, color, national origin); • 49 C.F.R. Part 21 (entitled Non-discrimination In Federally-Assisted Programs Of The Department Of Transportation-Effectuation Of Title VI Of The Civil Rights Act Of 1964); • 28 C.F.R. section 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964). Ch. 49.60 RCW (Washington Law Against Discrimination) The preceding statutory and regulatory cites hereinafter are referred to as `the Acts and Regutotions". The following statements specifically identify the requirements the City deems necessary for any contractor, subcontractor, or supplier on this specific Agreement to adhere to. An affirmation of all of the following is required for this Agreement to be valid and binding. If any contractor, subcontractor, or supplier willfully misrepresents themselves with regard to the directives outlined below, 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 Agreement. The statements are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this Agreement I wilt 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 Agreement I, 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 Agreement I, the prime contractor, will actively consider hiring and promotion of women and minorities. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 2 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scdl 5. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: A. Compliance with Regulations: The contractor, subcontractor, consultant, vendor, and supplier (hereinafter "Contractor") will comply with all Acts and the Regulations relative to non-discrimination, including those applicable to Federally-assisted programs of the U.S. Department of Transportation, State-assisted programs through the Washington State Department of Transportation, and generally under Washington's Law Against Discrimination, Ch. 49.60 RCW, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. B. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materiels and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Dart 21. C. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: The contractor will provide all information and reports required by the Acts and Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined applicable to contractor's contract by the City or the Washington State Department of Transportation to be pertinent to ascertain compliance with such Acts and Regulations and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Washington State Department of Transportation, as appropriate, and will set forth what efforts it has made to obtain the information. E. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the non-discrimination provisions of this contract, the City will impose such contract sanctions as it or the Washington State Department of Transportation may determine to be appropriate, including, but not limited to: Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 3 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify scat a. withholding payments to the contractor under the contract until the contractor complies; and/or b. cancelling, terminating, or suspending a contract, in whole or in part. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (,A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 6. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities; I. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 Oat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part �1. ii. The Uniform Relocation Assistance, and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); III. Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); iv. Section 504 of the Rehabilitation Art of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; v. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); vi. Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vii. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 4 April 10,2024 Project Number: 24-3012 Prov:i.ded to Builders Exchange of WA, Inc. For usage conditions Agreet*nt see www.bxwa.com - Always verify Sc*l viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.B.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); X. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination Includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). xiii. Washington Law Against Discrimination (Ch. 49.60 RCW) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By signing el w, I , gree to fulfill the seven requirements referenced above. By: For: s Son�) tyaivabon U ti Title: Date: � V)aI Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 5 April 10,2024 Project Number; 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com - Always Verify Scal CITY OF KENT ADMINISTRATIVE POLICY NUMBER; 1.2 EFFECTIVE DATE: October 20, 2022 SUBJECT,. INCLUSIVE CONTRACTING SUPERSEDES: January 1, 1998 APPROVED BY Dana Ralph, Mayor POLICY: Equal employment opportunity and non-discrimination in contracting requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants, and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding Agreements with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity e"Vloyer. 2. Actively consider for promotion and advancement available minorities and women. Further, all contractors, subcontractors, consultants, suppliers, grantees, or subgrantees of the City, regardless of the value of the Agreement, are required to sign the City's Non-Discrimination Policy Declaration, prior to commencing performance Any contractor, subcontractor, consultant or supplier who willfully disregards the-. City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the Agreement. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to coordinate with the City's Title VI coordinators and perform the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 1 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify SCAT PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Strickland and Sons Excavation, LLC. 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Project Number: 24-3012 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1. All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2. Proposal items are numbered in sequence but are non-continuous. 3. Unit prices for all items, all extensions, and total amount of bid must be shown. 4. Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit. prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 2 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal SCHEDULE I — CHANNEL EXCAVATION ITEM SECTION. APPROX.' ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $2 5 8,0 0 0.0 0 $ 258,000.00 WSDOT LUMP SUM Per LS 1005 7-10.5 1 Fish Exclusion $42,000.00 $ 42,000.00 KSP LUMP SUM Per LS 1010 7-07.5 6,200 Removal and Disposal of $205.00 $1,271,000.00 KSP TONS Sediment, Refuse, and Per TON Vegetation 1015 8-33.5 11 Remove Existing Large Trees $1,620.00 $ 17,820.00 KSP EACH — Larger than 12 in. in Per EA Diameter 1016 8-33.5 6 Remove Existing Trees - $1,080.00 $ 6,480.00 KSP EACH Between 12 in. and 4 in. in Per EA Diameter 1020 7-00.5 1 Supplemental Creek Bypass $50,000* $50,000.00 KSP FORCE Pumping Per FA ACCOUNT *Common price to all bidders 1025 7-00.5 1 Dewatering System $100,000.00* $100,000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders 1030 7-00.5 1 Temporary Creek Bypass $180,000.00 $ 180,000.00 KSP LUMP SUM Per LS 1035 6-05.5 , 9,200 Furnish and Drive Sheet $72.00 $ 662,400.00 KSP SQ FT Piling SF Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 3 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I — CHANNEL EXCAVATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1040 6-05.5 1 Sheet Piling — Removing $30,000.00* $30,000.00 KSP FORCE Obstructions or Construction Per FA ACCOUNT Modifications *Common price to all bidders 1041 6-05.5 1 Sheet Piling — Unexpected $20,000.00* $20,000.00 KSP FORCE Existing Utilities Per FA ACCOUNT *Common price to all bidders 1042 6-05.5 1 Monitoring and Testing $20,000.00* $20,000.00 KSP FORCE Per FA ACCOUNT *Common price to all bidders 1060 8-30.5 4 Project Sign Installation $ 950.00 $ 3,800.00 KSP EACH Per EA 1065 8-12.5 2,100 Temporary Fencing $ 3.75 $ 7,875.00 KSP LN FT PerLF 1067 8-28.5 10 Pothole Utilities $ 550.00 $ 5,500.00 KSP EACH Per EA 1068 8-01.5(1) 175 Stabilized Construction $ 45.00 $ 7,875.00 WSDOT SQ YDS Entrance Per SY 1070 8-01.5(1) 1 Curb Gutter and Sidewalk $ 6,900.00 $ 6,900.00 KSP LUMP SUM Protection Per LS 1075 1-04.4(1) 1 Minor Changes $20,000.00* $20,000 WSDOT CALC Per CALC *Common price to all bidders Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 4 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I — CHANNEL EXCAVATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 2, 711, 050 .00 10.2% WA State Sales Tax $ 276,527 . i 0 Schedule I Total $ 2, 9R7, 977 10 :z 700I , LP56 -710 -4 64 . 31, $ � 0-7J4 . 3© Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 5 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE III — STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5-04.5 1200 Planing Bituminous Pavement $ 9,oo $ 10,s00.00 3000 KSP SQ YDS Per SY 3015 5-04.5 75 HMA CI. '/2" PG 58V-22 $ 175.00 $ 13,125.00 KSP TONS Per TON 3020 7-05.5 1 Adjust Existing Manhole Cover $750.00 $ 750.00 KSP EACH to Finished Grade Per EA 3025 7-05.5 1 Adjust Existing $ 1,500.00 $ 1,500.00 KSP EACH Communications Vault Lid to Per EA Finished Grade 7-05.5 3 Adjust water valve cover to $ 350.00 $ 1,050.00 3027 KSP EACH Finished Grade Per EA 3030 2-02.5 775 Saw Cut Existing Asphalt $ 4.00 $ 3,100.00 KSP LN FT Concrete Pavement Per EA 3035 8-11.5 840 Beam Guardrail Type 1 — 9 ft. $ 75.00 $ 63,000.00 WSDOT LN FT Long Post Per LF 3036 8-11.5 8 Beam Guardrail Anchor Type $ 2,240.00 $ 17,920.00 WSDOT EACH 1 Per EA 3045 8-11.5 60 Removing Guardrail $ 29.00 $ 1,740.00 WSDOT LN FT Per LF 3046 8-11.5 8 Removing Guardrail Post $ 98.00 $784.00 WSDOT EACH Per EA Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 6 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE III — STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3050 8-21.5 1 Permanent Signing $ 3,900.00 $ 3,900.00 WSDOT LUMP SUM Per LS 3055 8-21.5 1 Removal of Traffic Signs $ 1,700.00 $ 1,700.00 KSP LUMP SUM Per LS 3060 8-12.5 4 Fixed (Permanent) Type III $ 840.00 $ 3,360.00 KSP EACH Barricade Per EA Sub Total $ 122,729.00 10.2% Sales Tax $ 12 ,518 .36 Schedule III Total $ 135,247 .36 Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 7 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4000 7-04.5 30 Ductile Iron Class 50 Storm $ 285.00 $ 8,550.00 KSP LN FT Sewer Pipe, 12 Inch Diameter Per LF 4005 7-04.5 1 Furnish and Install TF-1 $3,600.00 $3,600.00 KSP LUMP SUM TideFlex Check Valve Per LS 4010 4-04.5 11 Crushed Surfacing Top $ 63.00 $ 693 .00 KSP TONS Course, 5/8 Minus Per TON 4015 5-04.5 5 Hot Plant Mix for Temporary $ 240.00 $ 1,200.00 KSP TONS Pavement Patch Per TON 4020 2-02.5 30 Remove Existing Storm Sewer $28.00 $840.00 KSP LN FT Pipe or Culvert Per LF Sub Total $ 14, 883 . 00 10.2% Sales Tax $ 1, 518. 07 Schedule IV Total $ 16,401.07 Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 8 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 350 Traffic Control Labor $ 75.00 $ 26,250.00 KSP HOURS Per HR 5010 1-10.5 25 Construction Signs Class A $ 11.00 $ 275.00 WSDOT SQ FT Per SF 5015 1-10.5 100 Traffic Control Supervisor $ 79.00 $ 7,900.00 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 4,800.00 $ 4,800.00 KSP LUMP SUM Devices Per LS 5025 1-10.5 120 Portable Changeable Message $49.00 $5,880.00 KSP DAYS Sign (PCMS) Per DAY Sub Total $ 45, 105- 00 10.2% Sales Tax $ 4, 600 .71 Schedule V Total $ 49,705 .71 Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 9 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5(2) 1 Seeding, Fertilizing, and $ 6,300.00 $ 6,300.00 KSP ACRE Mulching Per AC 7005 8-01.5(2) 300 Filter Fabric Fence $5.50 $1,650.00 KSP LN FT Per LF 7010 8-01.5(2) 300 Wattle $5.50 $ 1,650.00 WSDOT LN FT Per LF 7015 8-01.5(2) 10 Inlet Protection $ 80.00 $ 800.00 KSP EACH Per EA 7020 8-01.5(2) 400 Straw Mulch $ 4.00 $ 1,600.00 KSP SQ YDS Per SY 7025 1- 1 SPCC Plan $ 1,000.00 $ 1,000.00 07.15(1) LUMP SUM Per LS WSDOT 7030 8-01.5(2) 50 ESC Lead $ 108.00 $ 5,400.00 KSP HOURS Per HR 7035 8-01.5(2) 1 Erosion/Water Pollution $20,000.0 $20,000.00 WSDOT FORCE Control 0* ACCOUNT Per FA *Common price to all bidders 7040 8-01.5(2) 200 Street Cleaning $ 190.00 $ 38,000.00 WSDOT Per HOUR Per HR 7043 2-07.5 100 Watering — Dust Control $ 189.00 $ 18,900.00 KSP PER HOUR Per HR Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 10 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 95,300 . 00 10.2% Sales Tax $ 9,720 . 60 Schedule VII Total $ 105, 020 . 60 Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 11 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BID SUMMARY , Schedule $2, 987, 577 . 10 2 47&to, 0314 . 30 CHANNEL EXCAVATION Schedule III $135, 247 .36 STREET Schedule IV $16,401. 07 Storm Sewer Schedule V $49, 705 .71 Traffic Control Schedule VII $105, 020 . 60 Temporary Erosion &Sedimentation Contr^' TOTAL BID AMOUNT $3,293, 951. 83 212, Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 12 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: _s�. ��1�'l(1 1 < i�� 6 QVMWr) LU Project Name: Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3912 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: )�,/ /A- Plumbing Subcontractor Name: Al / A Electrical Subcontractor Name: z! iE_a�_o fi t✓SigWatCiFe f idder Date Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 13 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.gom - Always Verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: �, l�lQl�l(� " �C(�VU�1��1 L uc� Project Name' Moll CrCal Reestahlishm :art - Fact Smith_Street to Central Avenue North Project Number: 24-391a 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. Structural Steel Installation Subcontractor Name: r Rebar Installation Subcontractor Name: A I, - Si a 11 iddW Date Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 14 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage conditions Agree"nt see www.bxwa.com Always verify Scal CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT, THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is riot 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. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 15 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Sc41 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 StGN THIS FORM AS PART OF YOUR BID, FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A VETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so asnot to be misleading. 6,,� SUBMITTED BY: & y►('� aj��� L� ANA wy) W-1 NAME: An Y 1 /, ADDRESS: � �� V Y"III Y1 �QC� PRINCIPAL OFFICE: t W I ADDRESS: MCA lAvy-WAMAn' PHONE: �Jl " �lQ✓�� FAX: o STATUTORY REQUIREMENTS — Per state law a bidder ,g LW meet the following responsibility criteria 1. Required Responsibility Criteria A.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 If applicable prolvl e a copy of your plumbing contractor license in compliance with chapter 18.106 RCW, an elevator contractor license in compliance with chapter 19.28, or an electrical contractor license in compliance with chapter 19.28 RCW, as required under the provisions of those chapters. "VA -./1..3 Provide your current state unified business identifier number. VC a V1.4 Pr`c�vide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 16 April 10,2024 Project Number; 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com � Always Verify Scal Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. ,./1.5 Prbvide a s atement, signed by a Person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). V(1 �c cffl a&� N4.6 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 limit d or general jurisdiction. r V1.7 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 2.1 How many years has your organization been in business as a Contractor? ./'14 , I �s 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If�your organization is a corporation, answer the following: v2.3.1 Date of incorporation: Piuy 2017- �2.3.2 State of incorporation:VJOJ) 1t 0v) .,2.3.3 President's name: 5,)o4)UA �{viGi�tav v2.3.4 Vice-president's name(s): MA, 2.3.5 Secretary's name: ititA- ✓2.3.6 Treasurer's name: inlA- 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: Ni& 2.4.2 Type of partnership (if applicable): r,p�, Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 17 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 2.4.3 Name(s) of general partnor(s):,fAti, 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: O LL, 2.5.2 Name of owner:At%, 2.6 If the form of your organization is other than those listed above, describe it and name the principals: )1k,, 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified togq do business, and indicate license {numbers, if applicable. f.t 4. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. r \I lA4,11 G�e 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) v4.2.1 Has your organization ever failed to complete any work awarded to it? V "4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?Nz� v4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?fib 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) -e V4.4 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. O �,"-CA 4.4.1 State total worth of work in progress and under contract: °' � � Yvrill►u� ,/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. ✓ e ex� (."a cxt 4.5.1 State average annual amount of construction work performed during the past five years, Mill Creek Reestablishment- East mith Street to Central Avenue North/Dahl 18 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com - Always Verify SCal 1/4.6 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. V�Me (mil` 5. REFERENCES V✓5.1 Trade References: soe CoAwAW v 5.2 Bank References: 1�►��i5 �go-�mU� 'm�g Cggb�lDYzi 1-2`1��1 5.3 Surety: �► �X\ WbUWAYICQ 5.3.1 Name of bonding company: wolveA \"`�UL,GtVN(>° tA3�5 l 5.3.2 Name and address of agent: )o-Wb tXMOU, (U(P)��� 6. FINANCING 6.1 Financial Statement. After bid opening, the City may Require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following iteMs: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 19 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 20 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 7. SIGNATURE J�hda � � 20214 7.1 Dated at this y of � , ZM. Name of Organization: SOh CAA CA By: Title: 1 7.2 b acl Sbic aV1(� , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of Notary Public: NINA 3Am My Commission Expires: �� �2�'J ; f**'00 •Fxo•••.N'i y I.g NOrgAY m= = P Na 09' 0 110 •......• 4 i i i Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 21 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always verify Scal SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.1 DEPARTMENT OF LABOR & INDUSTRIES CERTIFICATE OF REGISTRATION Department of Labor and Industries 4 PO Box 44450 STRICKLAND & SONS EXCVTN LLC _; ; Olympia, WA 98504-4450 }',.;' - Reg: CC STRICSE881QB UBI: 603-203-533 CD ; Registered as provided by Law as: l,. Construction Contractor ` (CCO 1) - GENERAL 650 STRICKLAND & SONS EXCVTN LLC Effective Date: 11/2/2012 PO BOX 10 Expiration Date: 11/2/2024 BUCKLEY WA 98321 s,li SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.3 CURRENT STATE UNIFIED BUSINESS IDENTIFIER NUMBER Department of Labor and Industries STRICKLAND & SONS EXCVTN LLC PO Box 44450s ::�..� Olympia, WA 98504-4450 Reg: CC STRICSE881QB UBI: 603-203-533 r Registered as provided by Law as: Construction Contractor (CC01) -GENERAL 650 STRICKLAND & SONS EXCVTN LLC Effective Date: 11/2/2012 PO BOX 10 Expiration Date: 11/2/2024 BUCKLEY WA 98321 'r 3IL40.A 0qVAkbl- r 9 4CW 14 SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.4 INDUSTRIAL INSURANCE, ESD NUMBER, & STATE EXCISE TAX REGISTRATION NUMBER 13 WS -INESS LICENSE Issue Date:Apr 28, 2023 Limited Liability Company Unified Business ID#: 603203633 Business ID#:001 Location: 0003 STRICKLAND&SONS EXCAVATION LL,C Expires: May 31, 2024 28008 HINKLEMAN RD BUCKLEY WA 98321-8205 UNEMPLOYMENT INSURANCE-ACTIVE INDUSTRIAL INSURANCE-ACTIVE MINOR WORK PERMIT-ACTIVE TAX REGISTRATION -ACTIVE CITY/COUNTY ENDORSEMENTS: BUCKLEY GENERAL BUSINESS-ACTIVE PUYALLUP GENERAL BUSINESS-NON-RESIDENT#2010863-ACTIVE LAKEWOOD GENERAL BUSINESS-NON-RESIDENT#BL15-00448-ACTIVE BAINBRIDGE ISLAND GENERAL BUSINESS- NON-RESIDENT-ACTIVE BONNEY LAKE GENERAL BUSINESS-NON-RESIDENT-ACTIVE ISSAQUAH GENERAL BUSINESS- NON-RESIDENT-ACTIVE MAPLE VALLEY GENERAL BUSINESS-NON-RESIDENT(EXPIRES 9/30/2023)-ACTIVE MILTON GENERAL BUSINESS-NON-RESIDENT-ACTIVE UNIVERSITY PLACE GENERAL BUSINESS-NON-RESIDENT;ACTIVE TUKWILA GENERAL BUSINESS- NON-RESIDENT-ACTIVE SEATAC GENERAL BUSINESS- NON-RESIDENT-ACTIVE FEDERAL WAY GENERAL BUSINESS-NON-RESIDENT#14-106494-00-BL-ACTIVE DUTIES OF MINORS: Ages 16-17: Shovel,pick up parts,general labor. *MINOR MAY NOT WORK AT HEIGHTS GREATER THAN 10 FT OFF THE GROUND OR FLOOR LEVEL.* Ibis CIC>'molent list; ih t3i�IiT3�L'i TT(•Ills liTtl 1 e411 1.5.!{i lT<lt't f.E'{l for the �)ttvlil co' I I:{{TIefI�TIAEIi't. S.tt i 4lel;E , iI SS dof,Is I n4mf,ilIt.{i(etIsev reI''ISFif"t'l£ift Wrfll ifimI t)Il I i I 'TlyI it'18t4171 CVt?p)flle' fftw,:Ind-[::f'EI I'iiti.`to Illy l)4•.s.I of his oy h<a -litic wletll'L','Ind Illat bwt inns'I,ill bi? Al<Sppf;L'II 3 ;Idjttim.t. ,. STATE OFWAStiIN[�I'Q� UBI: 603203533 0010003 Expires: May 31, 2024 STRK'KLAND&SONS UNEMPLOYMENT INSURANCE- EXGAVATION LLC ACTIVE 28008 HINKLEMAN RD INDUSTRIAL INSURANCE-ACTIVE BUCKLEY WA 98321-8205 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE BUCKLEY GENERAL BUSINESS- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2010863-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#BL15-00448- ACTIVE BAINBRIDGE ISLAND GENERAL BUSINESS-NON-RESIDENT- ACTIVE —D �.;1, ISINI LICENSE Issue Date:Apr 28, 2023 Limited Liability Company Unified Business ID#: 603203533 Business ID#: 001 Location: 0003 STRICKLAND&SONS EXCAVATION LLC Expires: May 31, 2024 28008 HINKLEMAN RD BUCKLEY WA 98321.8205 LICENSING RESTRICTIONS: All minors are prohibited from occupations involving excavations. Minors may manually dig trenches that are less than four feet deep.WAC 296-125-030(16) It is the business's tesponsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAG 296-125-033 for Nan-Agricultural and WAG 296-131-125 for Agricultural guidelines and restricted activities. Minors may not operate or work in close proximity to heavy moving equipment. This includes, but is not limited to, earth-moving machines, cranes,compactors,forklifts and tractors.WAG 296-125-030(17) REGISTERED TRADE NAMES: STRICKLAND&SONS EXCAVATION ;j 06, dockinwilt lsct,the Iegktrationns, eildol, meut ind ken s anthortred for 11w hu, h e.s r� tamefI %b(Iv(--By IcepIitI €lkiI(tceiet)ef It,IIw teeensre ( °rleti th( iIaoe1a.eteoI,rm1 If,a )Iss )I if"I t) i finlpk.le, true, '"curate-icy the best(Pi his ko t e:•3 k1lowl rtgr"'And that be t e..k";Il be re,alcltetteXlinee�nal�lite= :aie.zil<s��hlir.,a43`s+*Iti'asl3isz=�e ity,.e.�=te.,. UBI;603203533 001 0003 Expires: May 31,2024 STRICKLAND&SONS UNEMPLOYMENT INSURANCE- EXCAVATION LLC ACTIVE 28008 HINKLEMAN RD INDUSTRIAL INSURANCE-ACTIVE BUCKLEY WA 98321-8205 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE BUCKLEY GENERAL BUSINESS- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2010863-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#BL15-00448- ACTIVE BAINBRIDGE ISLAND GENERAL BUSINESS-NON-RESIDENT- ACTIVE IMPORTANTI PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements Post this Business License in a visible location at your All endorsements should be renewed by the expiration place of business. date that appears on the front of this license to avoid any late fees. If you were issued a Business License previously, destroy the old one and post this one In Its place. If there is no expiration date,the endorsements remain active as long as you continue required reporting.Tax Login to My DOR at dor,wa.gov if you need to make Registration, Unemployment Insurance,and Industrial changes to your business name, location, mailing Insurance endorsements require you to submit periodic address,telephone number,or business ownership. reports. Each agency will send you the necessary reporting forms and instructions. Telephone: 360-705-6741 For assistance or to request this document In an alternate format,visit http://business.wa.gov/BLS or call(360)705-6741.Teletype(M)users may use the Washington Relay Service by calling 711. BLS-700-107(07/27/20) SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.5 STATEMENT REGARDING BIDDING PUBLIC WORKS CONTRACTS UNDER RCW 39.06.010 OR 39.12.065(3) now CONTRACTORS QUALIFICATION STATEMENT SECTION 1.6 I, Joshua Strickland, President of Strickland & Sons Excavation LLC under penalty of perjury, hereby provides the following statements as required by Section 1.4 of the Contractor Qualifications Statement for City of ,Yl+ , Project Mi\1 C j-eeV--, Nr A-�-A `A I GCni--Al (Project No: Z.N . -? 12- ) 1.5 Strickland & Sons Excavation, LLC, Including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of Strickland & Sons Excavation, LLC, 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). Date:dk--)yi� 'ZOAVI, �-ZJ4 GwAublC'km � Name of Bidder Sign atone Representative nJOC, r l `D OL>a,-WA& llrviiyl Name and Title of Authorized Representative 1111111111 ' poo Washington State Authorized Signatures WI/ Department of Transportation List the name and title of those individuals in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. appearNOTE: Signature must • name Name(Typed) Signature 77 Title Anna Johns , Contract Admin Signature Title Si Name(Typed) g Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature _ Title Name(Typed) Signature Title Name(Typed) Signature y� Title The undersigned, being duly sworn, deposes and says that the foregoing is a true statement of facts concerning the individual, corpration, co-partnership or joint venture herein named, as of the date indicated: Name of Firm-Be Exact Strickland & Sons Excavation LLC Sworn to before me this 5th day of Juney 2023 _ .. i Not Authorized Signature(s) `,�/11111 to �'.01 St r 1 k/, 'ik 'O E*p o y po F saog: �w HOW Z pubVI ; �•.cow ,,o'' DOT Form 420-00t EF 0 D' W Revised 10/03 ���� i SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.360) 1.6 STATEMENT REGARDING RCW 49.48.082, OF ANY PROVISIONS OF CHAPTERS 49.46, 49.48, OR 49.52 RCW �►" " '� CONTRACTORS QUALIFICATION STATEMENT SECTION 1.6 I, Joshua Strickland, President of Strickland & Sons Excavation, LLC. under penalty of perjury, hereby provides the following statements as required Iby the Contractor Qualifications Statement for City of V-N fro4 Project i ki C=L Qee�:5k "'6-�mr- o 3i—w-kh `,-�,+ I C,fw��rr_;"'t� . (Project No.: �t�)• 1.6 Strickland & Sons Excavation, LLC. has not within the preceding three (3) years immediately preceding the bid solicitation date, been found to be 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. Date: f�or l Name of Bidder Signature of Au horized Repel tative Yll� Qhhn (�W`ime-I WW Name and Title of Authorized Representative A90k MA State Authorized Signatures �/A Department of Transportation List the name and title of those individuals in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. Signature • • - to name Name(Typed) Signature_ - 7 Title Anna Johns _ Contract Admin Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature _ Title Name(Typed) Signature Title Name(Typed) Signature Title The undersigned, being duly sworn, deposes and says that the foregoing is a true statement of facts concerning the individual, corpration, co-partnership or joint venture herein named, as of the date indicated: Name of Firm-Be Exact Strickland & Sons Excavation LLC Sworn to before me this 5th day of Jun 2023 _._ .. — — Notarp'P Authorized Signatures) t111/111 �� St r i k� ....... 7 I fg Nota — DOT Form 420-00 EF `•� e o f W sr'\' ` Revised10/02 f SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.360) 1.7 PROOF A DESIGNATED PERSON OR PERSONS RECEIVED TRAINING FROM DEPT OF L & I UNDER CHAPTERS 39.04 RCW & 39.12 RCW NayMm.S-o".-d Labor&Industries.(https://Ini.wa.gcgv) Contractors Strickland &Sons lExcvtn LLC Qwner or tradesperson Po Box 10 Principals BUCKLEY,WA 98321 2500 Strickland,Joshua Rowland,PARTNER/MEMBER PIERCE County Doing business as Strickland&Sons Excvtn LLC WA UBI No. Business type 603 203 633 Limited Liability Company Registration Verify the contractor's active registration/license/certification(depending on trade)and any past Violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. STRICSE881QB Effective—expiration 11102/2012—11102/2024 L&I Contractor Registration: 1-800.647.0982-Email:Contkeg@Lni.wa.gov Bond ................ Philadelphia Indemnity Ins Co $12,000.00 Bond account no. PB00499800082 Received by L&I Effective date 10109/2018 10101/2018 Expiration date Until Canceled American Contractors Indent CO $12,000.00 Bond account no. 1002332 Received by L&I Effective date 07/02/2013 06/13/2013 Expiration date Until Canceled Insurance ............ .. .. Continental Insurance Co $1,000,000.00 Policy no. 7017646023 Received by L&I Effective date 10/10/2023 10/11/2022 Expiration date 10/11/2024 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or Wings Np lawsuits against the bond or savings accounts during the previous 6 year period. LSI Tax debts No L8,1 tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist fort is business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers'Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'cornp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account Is current. 628,880.00 Doing business as STRICKLAND&SONS EXCAVATION L Estimated workers reported Quarter 4 of Year 2023"21 to 30 Workers" L&I account contact TO/MICHELE GARRETT(360)902-4620-Email:GAM1236QInI,wa.gov Track this contractor g =UblicWorks Requirements Verify the contractor is eligible to perform work on public works.projects. Required Training—Effective July 1,2019 Exempt from this requirement. Completed the training on 1/19/2024 Contractor Strikes No strikes have been Issued against this contractor. Contractors not allowed to bid nts No debarme havebeen fsaUed against this contractor. Workplace Safety Health Check for any past safety and hdalth violations found on jobsites this business was responsible for. Inspection results date 03/17/2023 No violations Inspection no. 317972457 Location 940 Meridian Ave E Milton,WA 98364 Inspection results date 10/07/2019 Violations Inspection no. 317956077 Location 33620 21st Ave S W Federal Way,WA 98023 Inspection results date 03/06/2019 Violations Inspection no. 317953003 Location State Rt505 Winlock,WA 98596 , t r SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 4.4 MAJOR CONSTRUCTION PROJECTS IN PROGRESS k CURRENT PRQJECTS IN PROGRESS PROJECTNAME OWNER ARCHITET/ CONTRACTAMT 9AZOMPLETED COMPLETION ENGINEER DATE Hinkleman Road City of Buckley Gray&Osborne, $1,126,730.91 95% Mid/Late April Project Inc. 2024 1081h Ave SE/SE 264th St City of Kant KBA,Inc, $1,202,005.84 75% Late May 2024 Compact Roundabout 5th/8th Watermain City of Kirkland DOWL $2,214,742.40 85% Late Aprj12024 Replacement Sno-Valley Sno-Valley Affordable CM Design Senior Housing Senior Group $511,332.00 75% Early June 2024 Appartments LLC Lacey AM/PM BP North Bargausen Store&Fuel America Consulting $980,202.00 80% Late May 2024 Prodvts, Engineers All Guard Nirav&$hilpa AHBL,Inc. $1,429,632.00 0% TBIa Storage Patdl ARCOAMPM BP Products Barghausen $554,573.00 0% TBD Seattle Consulting Engineers xc.�►v.�►•r i �v► rw SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 4.5 MAJOR CONSTRUCTION PROJECTS COMPLETED IN THE LAST (5) FIVE YEARS N v.. 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L y tTo d U d a o o o �v c o o n tTo at°i <3 2� m U t� U U U U $ d m to `-° to d U 2 U 0 U O ct� > to m ? m f 2 m U U 2 to w m d U m m M to to c a� c to coi aci E to E to m R y N C n L 6 0 r o cc: La N tU •c0 N N >• C C N N d a.. a N N N d e-i O tU O ` O M C N ¢ L 61 t0 CO N .G b0 C tU`O n C LL V a O n L y U C M >y E tb N Y Y C N O h O N Lr C a Y a a lU YO (U Y O E «1 L N ~ OC L U T [C N N d ISY N (U N > .Z n f6 '� C (O n y E N O N (n L' ✓O O N O 3 y tEa Q Q W f0 V 2 J 6i' U > G1 m N t� •O ly., W ¢ O a d LL LL O E d O C G Z C C X W C J t>oo > so+ >. ` t A'1 O •- x N N O Q y N m O q C O __' y D !Y m E C �i > > ¢ U9 N T ¢ 0/ N N U o0 O .O L y C to m E c aci SS c U = m E N 2 ib cc > m a d tEo r� t"p 'i' o "' r '- "' m v o ( ri J to lL ]L m s w S > Y m m to O U m m In -1 n p N. U x ¢ � I� t0 q m w 5 q / I a ) ) ) ) A } 2 ) < < § 24:4 / ) j \ \ ) ) \ / ® ) } } / \ \ § 6 \ ( N ( ( ( ® ( ) ) ) ) ) k ( ) $ ( k / [ ak \ ° \ ) ) CL w 2EG2 2� G ; / 22 £ 12 ccLU / ) i2aJi 1Z t_ M = / \ ( ) ) ) \ \ wcn202 \ \ ( J » 3 \ i-,, / ) 2 § ) \ J § Ef ( / emt ƒ { 2 \ \ ezw £ I3oaI5 _ Lu � § rf = ƒ E % / \§ k � ® � / \ \ \ � 3 - � \ / \ £ § 00cc0 .. � /\ fj N SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.360) 4.6 KEY INDIVIDUALS CONTRACTORS QW661FICATION STAT LMENT .5, ECTION 4.6 KgY INDIVIDUALS NAME POSTION EXPERIENCE Josh Strickland Owner 20+ Paul Bean Project Manager 40+ Anna Johns Project Manager 8+ Bradley Brown Estimator 20+ John Nelson Superintendent 20+ James Shabel Foremen 30+ Brett Flores Foremen 10+ Matt Combs Foremen 10+ Terry Christenson Foremen 40+ *Varies* Operators x6 10-40+ *Varies* Pipe Layers x2 2-6+ *Varies* Laborer x5 1�5+ *Varies* TCS x2 1.10+ *Varies* Flaggers x5 1.5+ *Varies* Drivers x3 10.30+ 71GCAV.A►T i O lrl SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 4.7 MAJOR EQUIPMENT 7100 AXOP.A117■AV STRICKLAND & SONS EXCAVATION L LC EQUIPMENT LIST (Following equipment is available on a as need basis) Tag# MAKE YEAR tag# MAKE~ YEAR E-415 Brice Broom BB250V 2006 PT-206 Ford F 450 1999 E-402 Case 580 M Back Hoe 2007 PT-209 Ford F 550 2000 E-437 Case 580 Super K 1993 PT-202 Ford F 450 2005 E-439 Case 580 Super L 1998 PT-203 Ford F 550 2005 E-404 I Case CX 135 SR Track Hoe 2009 PT-208 I Ford F 450 2007 E-438 Case CX 145D Excavator 2018 PT-210 Ford F 550 2007 E-452 CAT 306 Mini PT-207 Ford F 150 2010 E-450 CAT 320 EX 2019 PT-205 Ford F 550 2015 Terry E-436 CAT 631 Scraper 1982 PT-215 Ford F 350 2018 E-420 CAT D30C Dumptruck 1986 PT-211 Ford F150 2019 Paul E-418 CAT D8 Dozer 1975 PT-212 Ford F 550 2019 .Ammy E-446 Dyna Pac 84in Roller PT-213 Ford F 450 2019 Brett E-430 Hitachi 50U 2014 PT-217 Ford F 350 2021 John E-451 John Deere 135 G Excavator PT-218 Ford F 350 2023 E-405 John Deere 200 CLC Track Hoe 2006 PT-222 Chevy Duramax 2022 Matt E-406 John Deere 200 LC Track Hoe 1998 E-407 John Deere 210 G Track Hoe 2012 T-109 Freightliner FL70 Water Truck 2000 E-429 John Deere 245 G 2016 T-104 Kenworth 5th Wheel 1995 E-443 John Deere 350GLC 2016 T-107 Kenworth 5th Wheel 1997 E-410 lJohn Deere 444 H Loader 2004 T,112 Kenworth 5th Wheel 2000 E-434 John Deere 50 G 2017 T-103 Kenworth 5th Wheel W90 1992 E-401 John Deere 60 Track Hoe 2014 TA 17 Kenworth Service Truck 2004 E-422 John Deere 624H Loader 2003 TA 15 Mack 700 Fuel Truck 1996 E-411 John Deere 644 K Loader 2010 TA 10 Peterbilt 378 1988 E-408 John Deere 650 J Dozer 2006 TA 19 Peterbilt 567 2024 E 432 John Deere 700J 2005 T,118 Super Solo 1997 E-417 John Deere 750C Dozer 1999 E-448 John Deere 850K Dozer 2015 TR-316 3 Axel Flat Deck Load 2006 E-453 Komastsu WA270-7 Loader 2015 TR-317 3 Axel Tilt Deck PJ T6223 2018 E-455 Komatsu PC138USLC-11 2023 TR-321 Arrow Board and Trailer 1999 E-454 Komatsu PC88MR-11 2023 TR-318 Big Tex Dump Trailer 2019 E-445 Komtso 210 LC-10 2015 TR-304 Columbian Pup Trailer 1992 E-456 Lay-Mor SM300 Sweeper 2017 TR-320 Finn Hydroseoder 2002 E-457 PC 490-LC-11 2015 TR-322 MGS Cat Generator N81-8115 2009 E-433 Power Screen Warrior 600 2016 TR-314 Pioneer Dewatering 2006 E-421 Sasaki 59 SV70D 66"Roller 1998 TR-303 Sturdy Weld Pup Troller 1995 E-424 Terex TS 14 Scraper 1978 TR-313 Sullair Towable Air Compress 1998 E-425 Terex TS 14 Scraper 1978 TR-310 TK 1 Axel Booster 2006 E-426 Terex TS 14 Scraper 1978 TR-306 TK Side Dump 2016 TR-311 TK Side Dump tk6O$sd 2017 TR-312 TK Side Dump TK60SSD 2018 TR-308 TK110 Low Boy Trailer 2006 TR-302 TK50 Tilt Trailer 1997 TR-301 TK70 Dove Trailer 1991 Trailer 2005 TR-319 Water Trailer 2005 TR-324 Wese Dump Trailer(End Dump) 1990 x�.�►v.�.�r i o rat SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 5.1 TRADE REFERENCES - 3 F CONTRACTORS QUALIFICATION STATEMENT SECTION 6.1 TRADE. REFERENC E$ NAME COMPANY CONTACT INFO Mike Avila Pacific Rim (e:, 960-4305 Avila@pacrimre.ne Tani Stafford Gray & Osbourn 2 ) 284-0860 ttafford@g-o.com Sean Flint KBA, Inc. ( 5) 365-3469 sflgnt@kbacm.com Shaun Tozer City of Duvall ( ) 939-8046 shaun.tozer@duvallwa.go Don Helling Skyway Water & Sewer (206) 324-5500 dhellin huitt-zollars.com BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This 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 (A-ff -2S 2-G�April 30, 2024), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). lLl SOYI E:X VCrhoY1 L_L.0 Bi=sBus Name S ure f Aut ed Official* nn Printed Name fthjW Title ,1-i -3®. W2,4 bAcV Ae Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 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 (^p"i"_1, '^'^April 30, 2024), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. S vafiun LLc Bid 's B s Hess Name Si na ur Auth4rizo Official* �lnnc, Johns Printed Name Title � ,9)0-. 'Gnu u�l�l �+� .wA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 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 (90) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No,'s.0-/ _, to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: )1 1� f —,- tV1(t16 U01 NA E F ;6R'urSig at zed Representative ('.c*rvva 64 pmn!2 )i�V1 V,S m6kVt(a ct-eta (Print Name and Title) Andress Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 24 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Strickland & Sons Excavation LLC , as Principal, and Atlantic Specialty Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent (5%) of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Mill Creek Reestablishment - East Smith Street to Central Avenue North/Project Number:24-3012 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 25th DAY OF April 2024. Strickland & Sons Excavation LLC PRINtIPAL antic Specialty Insurance Company SURETY Chri op Kinyon, Attorney-in-Fact 20 Received return of deposit in the sum of $ Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 25 April 10, 2024 Project Number: 24-3012 intact INSURANCE I Power of Attorney KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint: Aliceon A.Keltner,Alyssa J.Lopez,Amber Lynn Reese,Amelia G Burrill,Annelies M.Richie,Brandon K.Bush, Carley Espiritu,Christopher Kinyon,Donald Percell Shanklin Jr.,Eric A.Zimmerman,Holli Albers,Jacob T.Haddock,James B.Binder,Jamie L. Marques,Julianne Morris,Julie R Truitt,Justin Dean Price,Kari Michelle Motley,Katharine J.Snider,Lindsey Elaine Jorgensen,Lois F.Weathers, Michael S.Mansfield,Misti Marie Brill,Sara Sophie Sellin,Sarah Whitaker,Tamara A.Ringeisen,each individually if there be more than one named,its true and lawful Attorney-in-Fact,to make,execute,seal and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof;provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the President,any Senior Vice President or Vice-President(each an"Authorized Officer")may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and affix the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,the Attorney-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this first day of January,2023. Ot�P10fisp 9RG' .a SEALr rn _.r 1986 o. By STATE OF MINNESOTAs�f�.ly Sarah A.Kolar,Vice President and General Counsel HENNEPIN COUNTY b On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. ALISON DWAN NASN•TROUT ' k NOTARY PUBLIC•MINNESOTA t My Commission Expires a a° January 31,2025 Notary Public I,the undersigned,Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,angthe resolutions set forth above are now in force. Signed and sealed. Dated_day of , SEAL I986 This Power of Attorney expires =ems?'rw Y&��a J , ry 31 2025 Kara L.B.Barrow,Secretary anua Please direct bond verifications to suretyna intactinsurance.com CITY OF SCENT COMBINED DECLAMATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, sunder penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein Is true to my knowledge and belief. Mill Creek Reestablishment - East Smith Street to Central Avenue North Project Number: 24-3012 NAME OF PROJECT NAME OF BIDDER'S FIRM y�e SIGNATURE O RIZ Dt PRESENTATIVE OF BIDDER Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 26 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal This change Larder form i jfor exaMgle purlposes only. Ily submitting a bits, the bidder agrees to be bound by the terms of this change order form for and change orders. CHANGE ORDER NO. [Eater # 1, 2r 3, etc.] NAME OF CONTRACTOR: (Insert Company Name ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: jlnsert Date Original Contract was Signedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Changer 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 I of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ Oncl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 27 April 10,2024 Project Number: 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify scal Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Dent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which Will become effective on the last date written below. CONTRACTOR: CITY OF KENT: (signature) (signature) Print Name: print Name: Chad Bieren, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 28 April 10,2024 Project Number; 24-3012 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify 6cal 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 ....................9 Orderof Contents.................................................................................� Invitationto Bid...............................................................W...................01 Contractor Compliance Statement........................................................0 Date............................................................................................ 153 Have/have not participated acknowledgment.............................11 Signature and address ................................................................Id Declaration - City of Kent Non-Discrimination Policy...........................-n Date and signature ....................................................................XI AdministrativePolicy...........................................................................IJ ..toProposal.............................................. . First line of proposal - filled in ...............................................•...LEI Unitprices are correct ................................................................ta Bid the same unit price for asterisk (*) bid items.......................121 Minimum bid prices are correct...................................................M Subcontractor List (contracts over $1M - HVAC, Plumbing, & Electrical)...........,X" Subcontractors listed properly....................................................� Signature.........................................................0.......................... Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation).. Subcontractors listed properly.................................................... Date and signature .....................................................................� Contractor's Qualification Statement ................................................... Completeand notarized .............................................................. Statement that Bidder Has Not Been Disqualified ................................M Certification of Compliance with Wage Payment Statutes....................13 ProposalSignature Page......................................................................fB AllAddenda acknowledged ......................................................... Date, signature and address ....................................................... BidBond Form .....................................................................................® Signature, sealed and dated....................................0................... Powerof Attorney....................................................................... (Amount of bid bond shall equal 51*/o of the total bid amount) Combined Declaration Form................................................................. Signature....................................................................................@9 ChangeOrder Form (Example).............................................................® Bidder's Checklist ................................................................................t 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. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 29 April 10, 2024 Project Number: 24-3012 Provided to Builders Exchange of PTA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DUPLICATE ORIGINAL Bond No. 800091461 PAYMENT AND PERFORMANCE BOND TO CITY OF KENT KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned,Strickland & Sons Excavation LLC as Principal, and Atlantic Specialty Insurance Company______ -- a Corporation organized and existing under the laws of the State of ZiaoNmg as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $3,292,409.03 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. *New York 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 Mill Creek Reestablishment - East Smith Street to Central As enue Nort / rojectmade a park hereof as N hough attachedatta�hed hereto),-3012 (which contract is referred to herein d and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal and shallndemn fy and hold the CITY lwpl or subcontractors with provisions indemnify OF supplies for the carrying on of s KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under shall said becandrretma n in fud in ll forceat event and effectls obligation shall be void; but otherwise IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate duly signed tbY its undersigned gneduired by law) of each corporate party s hereto affixed and d representatives pursuant to authority of its governing body. April 10, 2024 Mill Creek Reestablishment - East Smith Street to Central Avenue Noah/Dahl 30 Project Number: 24-3012 TWO WIT ESSES: Strickland & Sons Excavation LLC PRINCIPAL (enter principal's name above) ,, BY: TITLE: pr�s5 detA DATE: 05/16/2024 DATE: 05/16/2024 A nng Johns CORPORATE SEAL: Pat,/ scan PRINT NAME DATE: 05/16/2024 — Atlantic Specialty Insurance Company SURETY CORPORATE SEAL: BY: DATE: 05/16/2024 TITLE: Christopher Kinyon, Attorney-in-Fact ADDRESS: 605 Highway 169 North Suite 800 Plymouth MN 55441 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal 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. SECRETARY OR ASSISTANT SECRETARY Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 31 April 10, 2024 Project Number: 24-3012 intact INSURANCE Power of Attorney KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint: Aliceon A.Keltner,Alyssa J.Lopez,Amber Lynn Reese,Amelia G Burrill,Annelies M.Richie,Brandon K.Bush, Carley Espiritu,Christopher Kinyon,Donald Percell Shanklin Jr.,Eric A.Zimmerman,Holli Albers,Jacob T.Haddock,James B.Binder,Jamie L. Marques,Julianne Morris,Julie R Truitt,Justin Dean Price,Kari Michelle Motley,Katharine J.Snider,Lindsey Elaine Jorgensen,Lois F.Weathers, Michael S.Mansfield,Misti Marie Brill,Sara Sophie Sellin,Sarah Whitaker,Tamara A.Ringeisen,each individually if there be more than one named,its true and lawful Attorney-in-Fact,to make,execute,sea]and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof;provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the President,any Senior Vice President or Vice-President(each an"Authorized Officer")may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and affix the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attomey-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attomey-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,the Attorney-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY" INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. 1 IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company i to be affixed this first day of January,2023. iQ `SEAL m ChPDRhr ��}s =tom T ` a", s- 1986 0 BY STATE OF MINNESOTA :Zt�tie�' ,'o - Sarah A.Kolar,Vice President and General Counsel HENNEPIN COUNTY On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. ALISON QWAN NASH•TROUT NOTARY PUBLIC•MINNESOTA My Commission Expires January 31,2025 Notary Public i t,the undersigned,Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,am;the resolutions set forth above are no(wf in force. Signed and sealed. bated day of f n Z• t ••,••••,,, ,,,"„ ' SEAL - i, 19 a ' This Power of Attornev expires January 31,2025 "ry - Kara L.B.Barrow,Secretary Please direct bond verifications to sure yw inta•unu ince turn CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and 5 Excc& . _0r� organized under the laws of the State of Wash'�ngt-pn , located and doing business at S-hnc kan(07 5--^n3 EYLOyG-hon f_Lc- ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Project Number: 24-3012 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 2024 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 2024 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 ninety (90) 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 $3,292,409.03 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. Mill Creek Reestablishment- East Smith Street to Central Avenue North/Dahl 32 April 30, 2024 Project Number: 24-3012 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. Mill creek Reestablishment - East Smith Street to central Avenue North/Dahl 33 April 30, 2024 Project Number: 24.3012 CITY OF KENT BY7—D ____ DANA RALPH, MAYOR DATE: 05/30/2024 ATTEST: Mz&"A 444 P1 KIMBERLEY A. KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: INT NAME: 3dSh rktc:<Mk( j TITLE:Pre5'J x-� DATE: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 34 April 30, 2024 Project Number: 24.3012 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Mill creek Reestablishment - East Smith Street to central Avenue North/Dahl 35 April 30, 2024 Project Number: 24.3012 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 36 April 30, 2024 Project Number: 24-3012 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A NII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Mill creek Reestablishment - East Smith Street to central Avenue North/Dahl 37 April 30, 2024 Project Number: 24.3012 Client#: 180761 STRISONS ACORDTM CERTIFICATE OF LIABILITY INSURANCE DAT 5/14/204/20DIYYYY) 24 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). CT PRODUCER NAMEA Rainey Lindholm _ Propel Insurance PHONE 800 499-0933 (A/C,No): $66 75 7-1326 F/C No Ext): 601 Union Street;Suite 3400 A oRess: riney.lindholm@propelinsurance.com COM Construction INSURER($)AFFORDING COVERAGE NAIC III Seattle,WA 98101-1371 INSURER A:Great American E&S Insurance 37532 INSURED INSURERS:Continental Insurance Company 35289 Strickland&Sons Excavation LLC INSURER C:Valley Forge Insurance Company 20508 PO Box 10 INSURER D: u� _ Buckley,WA 98321 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EF PO ICY EXP LIMITS LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIDDIYYY MM�D/Y B X COMMERCIAL GENERAL LIABILITY 7017646023 10/11/2023 10/11/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE :J OCCUR AMq�E T ENTED REMISES aoccurcence $300,000 MED EXP(Any one_persan) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,OQO,000 F—v—] PRO- PRODUCTS-COMPIOPAGG $2,000,000 POLICY L-J JECT 0 LOC $ OTHER: COMBINED SINGLE LIMIT C AUTOMOBILE LIABILITY 7017646037 10/11/2023 10/11/2024 fEa accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED NON-OWNED Per accident $ X AUTOS ONLY X AUTOS ONLY B X UMSRELLALIAB X occUR 7017646040 10/11/2023 10/11/202 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE Following Form AGGREGATE $5 000 000 DED X RETENTION$10000 $ WORKERS COMPENSATION 7017646023 10/11/2023 10/11/202 PERT OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WA Stop Gap E.L.EACH ACCIDENT $1 OOO,OOO OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000,., If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below A Pollution Liab CPBE49702303 10/11/2023 10/11/2024 1,000,000 $2,000,000 Professional Liab CPBE49702303 10/11/2023 10/11/2024 $1,000,000/$2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Job 24-3012, Mill Creek Reestablishment-East Smith Street to Central Avenue North City of Kent is included as additional insured per the attached forms. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE 0 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S6635602/M6222053 MRE00 This page has been left blank intentionally. Ad wr V VA 411r, Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage [Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: 1. The WHO IS AN INSURED section is amended to add as an Insured any person or organization whom the Named Insured is required by written contract to add as an additional insured on this coverage part, including any such person or organization, if any, specifically set forth on the Schedule attachment to this endorsement. However, such person or organization is an Insured only with respect to such person or organization's liability for: A. unless paragraph B. below applies, 1. bodily injury, property damage, or personal and advertising injury caused in whole or in part by the acts or omissions by or on behalf of the Named Insured and in the performance of such Named Insured's ongoing operations as specified in such written contract; or 2. bodily injury or property damage caused in whole or in part by your work and included in the products-completed operations hazard, and only if a. the written contract requires the Named Insured to provide the additional insured such coverage; and b. this coverage part provides such coverage. B. bodily injury, property damage, or personal and advertising Injury arising out of your work described in such written contract, but only if: 1. this coverage part provides coverage for bodily injury or property damage included within the products completed operations hazard; and 2. the written contract specifically requires the Named Insured to provide additional insured coverage under the 11-85 or 10-01 edition of CG2010 or the 10-01 edition of CG2037. II. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. III. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. IV. Notwithstanding anything to the contrary in the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance, this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if this insurance CNA75079XX(1-15) Policy No: Page 1 of 2 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. A�M MAW Blanket Additional Insured - Owners, Lessees or Contractors - with Prod uct$-Completed Operations Coverage Endorsement is required by written contract to be primary and non-contributory, this insurance will be primary and non- contributory relative solely to insurance on which the additional insured is a named insured. V. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. except as provided in Paragraph IV. of this endorsement, agree to make available any other insurance the additional insured has for any loss covered under this coverage part; 3. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 4. tender the defense and indemnity of any claim to any other Insurer or self insurer whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph (4)does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires the Named Insured to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (1-15) Policy No: Page 2 of 2 Endorsement Noe Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. )VA Primary and Noncontributory - Other Insurance Condition 5ndorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART It is understood and agreed#hat the condition entitled Other Insurance is amended to add the following: Primary And Noncontributory Insurance Notwithstanding anything to the contrary, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. the additional insured is a named insured under such other insurance; and b. the Named Insured has agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74987XX(1-15) Policy No: Page 1 of 1 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance$ervices Office,Inc.,with its permission, This page has been left blank intentionally. i 2VA Contractors' General Liability Extension l5nldorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any tither endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds _ 2. Additional Insured�Primary And Non-Contributory To Additional Insured's Insurance 3. Bodily Injury—Expanded Definition 4. Broad Knowledge of Occurrence/Notice of Occurrence 5. Broad Named Insured _ 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability-Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury—Exception for Reasonable Force 11. General Aggregate Limits of Insurance—Per Project 12. in Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies _ 15. Legal Liability—Damage To Premises/Alienated Premises/Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non-owned Aircraft Coverage 19. Non-owned Watercraft 20. Personal And Advertising Injury—Discrimination or Humiliation 21. Personal And Advertising Injury-Contractual Liability 22. Property Damage-Elevators —23. Supplementary payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation—Blanket 26. Wrap-Up Extension: OCIP CCIP,or Consolidated(Wrap-Up)Insurance Programs CNA74705XX(1-15) µ Policy No: Page 1 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services office,Inc.,with its permission. Contractors' General Liability Extension 15ndorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offenses that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A,through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law, A. Controlling Interest Any person or organization with a controlling interest in a Narnfild Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or derolition operations performed by, on behalf of, or for such additional Insured. B. Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and Covered under this insurance but only with respect to such co�owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. CNA74705XX(1-15) Policy No: Page 2 of 17 Endorsement No, Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. AN Contractors' General Liability Extension 5ndorsement E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee,Assignees or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance,or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. tb. State or Governmental Agency or Subdivision or Political Subdivisions—Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. M. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, CNA14705XX(1-15) Policy No; Page 3 of 17 Endorsement Not Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2. ADDITIONAL INSURED-PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURER'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY—EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insureds rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily Injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. CNA74705XX(1-15) Policy No: Page 4 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA Contractors' General Liability Extension Endorsement But this BROAD NAMED INSURED provision does not apply to: {a) any partnership, limited liability company or joint venture; or fb) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of directors of a corporation;or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or Property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. S. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own flames or under such other trading names or doing-business-as names (dba)as any Named Insured should choose to employ. 6. BROADENED LIAB14ITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse;or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of It and included in the products-completed operations hazard, This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor;or (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or CNA74705XX(1-15) Policy No: Page 5 of 17 Endorsement No: Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance$ervices Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product-completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY—RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that Indemnifies any person or organization for damage by fire to promises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Tamed Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any Contract or agreement: 11) That indemnifies an architect, engineer or surveyor for injury or damage arising out of; (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1)above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: CNA74705XX (1-15) Policy No: Page 6 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance services Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury, This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1)or(2)above. 0. The following paragraph is added to LIMIT$OF INSURANCE: Subject to 5. abovo, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. 0. `The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage In DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangibles property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES,AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. CNA14705XX(1-15) Policy No; Page 7 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement 10. EXPECTED OR INTENDED INJURY—EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured, This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE -PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products-completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily Injury or property damage included in the products-completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables,the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated, CNA74705XX(1-15) Policy No: Page 8 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension 5ndorsement 12, IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13, INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1)and 1.16.(2)with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily Injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence;and 8. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: I. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily Injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. Ill. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: CNA74705XX(1-15) _ Policy No; Page 9 of 17 Endorsement No; Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; 1. Speech therapist; J. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common Pact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; III. amend the definition of Insured to: a. add the following: • the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when;such bodily injury arises out of a health care incident. • the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business;and CNA74705XX(1-15) Policy No: Page 10 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA Contractors' General Liability Extension Pndorsement (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs(a), (b), (c)and (d)of Paragraph 2.a.(1)of WHO IS AN INSURED. 0. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14o JOINT VENTURES/PARTNERSHIP/LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited ilability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and u. there is no other valid and collectible insurance purchased specifically to insure the partnership,joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15, LEGAL LIABILITY DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion i. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or CNA?4705XX(1-15) - Policy No, Page 11 of 17 Endorsement No; Effective Date Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance:Services Office,Inc.,with its permission. W� Contractors' General Liability Extension Endorsement maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premise rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days.A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2)of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products- completed operations hazard. Paragraphs (3)and (4)of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs(3)and (4)does not apply to: a. property at a job site awaiting or during such property's installation,fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. B. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. CNA74705XX(1-15) Policy No; Page 12 of 17 Endorsement No; Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension 15ndorsement C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's Operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. p. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph S. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the 'Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the: Named Insured for a period of 7 or fewer consecutive days, The Damage To Promises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. 9. Paragraph 4.b.(1)(a)(li)of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner;or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an Additional insured on this Coverage Part. 17, MEDICAL PAYMENT$ A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C — Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense limit is the greater of: (1) $15,000 unless a different amount is shown here: @@@@@@@@@@@@@@; or (2) the amount shown in the Declarations for Medical Expense Limit. fit. Under COVERAGES,the Insuring Agreement of Coverage C--"Medical Payments Is amended to replace Paragraph 1.a.(3)(lb)with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and This Paragraph B. does not apply to medical expenses incurred in the state of Missouri. 18, NON-OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: CNA14705XX(1-15) Policy No; Page 13 of 17 Endorsement No; Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 52MA Contractors' General Liability Extension Endorsement The exclusion entitled Aircraft,Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON-OWNED WATERCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Narked Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY—DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: • Discrimination or humiliation that results In injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural parson, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager(if the Named Insured is a limited liability company)of the Named Insured. 2. add the following exclusions: This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment:or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, Lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any Insured. CNA74705XX (1-15) Policy No; Page 14 of 17 Endorsement No; Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension 5ndorsement Notwithstanding the above,there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination, The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision bees not apply to any person or organization whose status as an Insured derives solely from • Provision 1.ADDITIONAL INSURED of this endorsement; or • attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21, PERSONAL AND ADVERTISING INJURY-CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS—COVERAGES A AND B: 1. Paragraph 2.d, is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between tho interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b)is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer In the defense of that indemnitee, necessary litigation expenses incurred by the insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B —PeI-sonal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22, PROPERTY DAMAGE—ELEVATORS A. Under COVERAGES, Coverage A— Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE—ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 21 SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS—COVERAGE$A AND B is amended as follows: CNA14705XX(1-15) Policy No! Page 15 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance:cervices Office,Inc.,with its permission, ME Contractors' General Liability Extension Endorsement A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of$250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION -BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products-completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap- up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs(C.C.I.P.)is attached,then the following changes apply: A. The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up) Insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf;nor 2. Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4.Other Insurance is amend to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. CNA74705XX (1-15) _ Policy Noi Page 16 of 17 Endorsement No; Insured Name: Effective Date: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Contractors' General Liability Extension Endorsement C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap,up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.)or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/University housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Pollczy issued by the designated Insurers, takes effect on the effective data of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX(1-15) Policy No; Page 17 of 17 Endorsement No; Effective Date; Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. This page has been left blank intentionally. CNA63359XX CAM (Ed. 04/12) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS - This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE name, with your permission, while performing duties related to the conduct of your business. A. Who Is An Insured "Policy,""Po{icy," as used in this provision A. Who Is An The following is added to Section II, Patagraph Insured, includes those policies that were in force A.1.,Who Is An Insured: on the inception date of this Coverage Form but: 1. a. Any incorporated entity of which the 1. Which are no longer in force; or Named Insured owns a majority of the voting stock on the date of inception of x• Whose limits have been exhausted. this Coverage Form; provided that, B. Bail Bonds and Loss of Earnings b. The insurance afforded by this provision Section 11, Paragraphs A.2. (2) and A.2. (4) are A.I. does not apply to any such entity revised as follows: that is an "insured" under any other liability"policy"providing"auto"coverage. 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to$5,000; and 2. Any organization you newly acquire or form, other than a limited liability company, 2. In a.(4), the limit for the loss of earnings is partnership or joint venture, and over which changed from$250 to$500 a day. you maintain majority ownership interest. C. Fellow Employee The insurance afforded by this provision A.2.: Section II, Paragraph B.5 does not apply. a. Is effective on the acquisition or formation Such coverage as is afforded by this provision C. date, and is afforded only until the end of is excess over any other collectible insurance. the policy period of this Coverage Form, or the next anniversary of its inception II. PHYSICAL DAMAGE COVERAGE date,whichever is earlier. A. Glass Breakage — Hitting A Bird Or Animal — b. Does not apply to: Falling Objects Or Missiles (1) "Bodily injury" or "property damage" The following is added to Section III, Paragraph caused by an "accident" that A.3.: occurred before you acquired or With respect to any covered "auto," any deductible formed the organization; or shown in the Declarations will not apply to glass (2) Any such organization that is an breakage if such glass is repaired, in a manner "insured" under any other liability acceptable to us, rather than replaced. "policy"providing"auto"coverage. B. Transportation Expenses 3. Any person or organization that you are Section III, Paragraph AA.a. is revised, with required by a written contract to name as an respect to additional insured is an "insured" but only with to provide: ransportation expense incurred by you, respect to their legal liability for acts or omissions of a person, who qualifies as an a. $60 per day, in lieu of$20; subject to "insured" under Section II — Who Is An b. $1,800 maximum, in lieu of$600. Insured and for whom Liability Coverage is afforded under this policy. If required by C. Loss of Use Expenses written contract, this insurance will be primary and non-contributory to insurance on which Section III, Paragraph AA.b. is revised, with the additional insured is a Named Insured. respect to loss of use expenses incurred by you, to provide: 4. An "employee, of yours is an "insured" while to $video maximum, in lieu of$600. operating an auto hired or rented under a a. contract or agreement in that "employee's" CNA63359XX Copyright,CNA Corporation,2000. Page 1 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. CNA63359XX (Ed. 04/12) D. Hired"Autos" d. A $100 per occurrence deductible applies to The following is added to Section III. Paragraph the coverage provided by this provision. A•: G. Diminution In Value 5. Hired "Autos'.' The following is added to Section III, Paragraph If Physical Damage coverage is provided under B.6 this policy, and such coverage does not extend to Subject to the following, the "diminution in value" Hired Autos, then Physical Damage coverage is exclusion does not apply to: extended to: a. Any covered "auto" of the private a. Any covered "auto" you lease, hire, rent passenger type you lease, hire, rent or or borrow without a driver; and borrow, without a driver for a period of 30 b. Any covered "auto" hired or rented by days or less, while performing duties your"employee"without a driver, under a related to the conduct of your business; contract in that individual "employee's" and name, with your permission, while b. Any covered "auto" of the private performing duties related to the conduct passenger type hired or rented by your of your business. "employee"without a driver for a period of c. The most we will pay for any one 30 days or less, under a contract in that "accident" or "loss" is the actual cash individual employees name, with your value, cost of repair, cost of replacement permission, while performing duties or $75,000, whichever is less, minus a related to the conduct of your business. $500 deductible for each covered auto. c.. Such coverage as is provided by this No deductible applies to "loss" caused by provision is limited to a "diminution in fire or lightning. value" loss arising directly out of d. The physical damage coverage as is accidental damage and not as a result of provided by this provision is equal to the the failure to make repairs; faulty or physical damage coverage(s) provided on incomplete maintenance or repairs; or the your owned"autos." installation of substandard parts. e. Such physical damage coverage for hired d. The most we will pay for "loss" to a "autos"will; covered auto" in any one accident is the lesser (1) Include loss of use, provided it is the (1) $5,000; or consequence of an "accident" for which the Named Insured is legally (2) 20% of the "auto's" actual cash value liable, and as a result of which a (ACV). monetary loss is sustained by the Ill. Drive Other Car Coverage—Executive Officers leasing or rental concern. (2) Such coverage as is provided by this The following is added to Sections 11 and III: provision will be subject to a limit of 1. Any "auto" you don't own, hire or borrow is a $750 per"accident." covered "auto" for Liability Coverage while being E. Airbag Coverage used by, and for Physical Damage Coverage while in the care, custody or control of, any of your The following is added to Section III, Paragraph "executive officers,"except; B.3.: a. An "auto" owned by that "executive officer" or The accidental discharge of an airbag shall not be a member of that person's household; or considered mechanical breakdown. b. An "auto" used by that "executive officer" F. Electronic Equipment while working in a business of selling, Section III, Paragraphs B.4.c and B.4.d. are servicing, repairing or parking"autos." deleted and replaced by the following: Such Liability and/or Physical Damage Coverage c. Physical Damage Coverage on a covered as is afforded by this provision. "auto" also applies to "loss" to any (1) Equal to the greatest of those coverages permanently installed electronic equipment afforded any covered"auto"; and including its antennas and other accessories. CNA63359XX Copyright,CNA Corporation,2000. Page 2 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. CNA63359XX (Ed. 04/12) (2) Excess over any other collectible damage, against any person or organization for insurance, whom or which you are required by written 2. For purposes of this provision, "executive officer" contract or agreement to obtain this waiver from means a person holding any of the officer us. " positions created by your charter, constitution, by- This injury or damage must arise out of your laws or any other similar governing document, activities under a contract with that person or and, while a resident of the same household, organization. includes that person's spouse. You must agree to that requirement prior to an Such "executive officers" are "insureds" while "accident"or"loss." using a covered"auto"described in this provision. C. Concealment, Misrepresentation or Fraud IV. BUSINESS AUTO CONDITIONS The following is added to Section IV, Paragraph A. Duties In The Event of Accident, Claim, Suit Or B.2.: Loss Your failure to disclose all hazards existing on the date The following is added to Section IV, Paragraph of inception of this Coverage Form shall not prejudice A.2.a.: you with respect to the coverage afforded provided (4) Your "employees" may know of an such failure or omission is not intentional. "accident" or "loss." This will not mean D. Other Insurance that you have such knowledge, unless such "accident" or "loss" is known to you The following is added to Section IV, Paragraph B.5,: or if you are not an individual, to any of your executive officers or partners or your Regardless of the provisions of Paragraphs 5.a. insurance manager. and 5.d. above, the coverage provided by this The following is added to Section IV, Paragraph policy shall be on a primary non-contributory A.2.b.: basis. This provision is applicable only when required by a written contract. That written (6) Your "employees" may know of contract must have been entered into prior to documents received concerning a claim "Accident"or"Loss." or"suit."This will not mean that you have E. Policy Period, Coverage Territory such knowledge, unless receipt of such documents is known to you or if you are Section IV, Paragraph B. 7.(5).(a). is revised to not an individual, to any of your executive provide: officers or partners or your insurance a. 45 days of coverage in lieu of 30 days. manager. B. Transfer Of Rights Of Recovery Against Others V. DEFINITIONS To Us Section V. Paragraph C. is deleted and replaced by The following is added to Section IV, Paragraph the following. A.5. Transfer Of Fights Of Recovery Against "Bodily injury"means bodily injury, sickness or disease Others To Us: sustained by a person, including mental anguish, We waive any right of recovery we may have, mental injury or death resulting from any of these. because of payments we make for injury or CNA63359XX Copyright,CNA Corporation,2000. Page 3 of 3 (Ed. 04/12) Includes copyrighted material of the Insurance Services Office used with its permission. 1 This page has been left blank intentionally. i NA CNA Paramount Excess and Umbrella Liability CPolicy PARAMOUNT EXCESS AND UMBRELLA LIABILITY POLICY Various provisions in this Policy restrict coverage. Read the entire Policy carefully to determine rights, duties and what is and is not covered. The "Insurer" refers to the insurer providing this insurance as set forth on the Declarations of this Policy. Words and phrases that appear in bold have special meaning. Refer to the section entitled DEFINITIONS. I. COVERAGES A. Coverage A - Excess Follow Form Liability The Insurer will pay on behalf of the Insured those damages in excess of the applicable underlying limits. Coverage hereunder will attach only after the full amount of the applicable underlying limits have been exhausted through payment in legal currency of covered loss under all applicable underlying insurance and to which this Coverage A applies. Coverage A under this Policy will then apply in conformance with the provisions of the applicable underlying insurance except for the premium, limits of insurance, deductible, retentions, or any defense obligations and any other terms and conditions specifically set forth in this Policy. Upon exhaustion of the applicable underlying limits, the Insurer shall only pay for damages in excess of the applicable underlying limits. This Coverage A does not provide coverage for any loss not covered by the applicable underlying insurance except and to the extent that such loss is not paid under the applicable underlying insurance solely by reason of the exhaustion of the applicable underlying limits through payment of loss thereunder. This Coverage applies: 1. if the applicable underlying insurance is on an occurrence basis, then only if that which must take place in the policy period of the underlying insurance in order to trigger coverage, takes place during this policy period; and 2. if the applicable underlying insurance is on a claims made basis, then only if: a. that which must take place in the underlying insurance in order to trigger coverage, takes place after the retroactive date and prior to the end of the policy period; and b. the claim is first made during the policy period. B. Coverage B - Umbrella Liability The Insurer will pay on behalf of the Insured those damages in excess of the retained amount: 1. that an Insured becomes legally obligated to pay because of bodily injury, property damage or personal and advertising injury; or 2. because of liability for bodily injury or property damage assumed under an insured contract, provided the bodily injury or property damage occurs subsequent to the execution of such insured contract; and provided that: a. the bodily injury or property damage occurs during the policy period; b. the bodily injury or property damage is caused by an occurrence that takes place in the coverage territory; Form No:CNA75504XX(03-2015) Policy No: Policy Page: 1 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i i °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability CNA polh-,V c. the personal and advertising injury is caused by an offense arising out of the Named Insured's business; and d. the offense giving rise to personal and advertising injury was first committed during the policy period and in the coverage territory; Provided, however, that Coverage B - Umbrella Liability: I. does not apply to: (a) any part of damages to which underlying insurance applies; or (b) any part of damages to which underlying insurance would have applied regardless of: (1) the availability of underlying insurance; or (2) the exhaustion of the applicable underlying limits; (c) any defense costs related to damages as described in a. and b. above. ii. applies only if prior to the effective date of the policy period, no authorized insured: (a) knew that such bodily injury or property damage had occurred, in whole or in part. If any authorized insured knew, prior to the policy period, that any such bodily injury or property damage had occurred, then any continuation, change or resumption of such bodily injury or property damage during or after the policy period will be deemed to have been known prior to the policy period; or (b) knew that any offense giving rise to personal and advertising injury had occurred, in whole or in part. Bodily injury or property damage which occurs during the policy period and was not, prior to the policy period, known to have occurred by any authorized insured, includes any continuation, change or resumption of that bodily injury or property damage after the end of the policy period. An authorized insured will be deemed to know: 1. that such bodily injury or property damage occurred, at the earliest time when such authorized insured: a. reports the bodily injury or property damage to the Insurer or any other insurer; b. receives a claim arising out of the bodily injury or property damage; or c. becomes aware by any other means that the bodily injury or property damage has occurred or has begun to occur; 2. that such offense giving rise to personal and advertising injury occurred, on the date of the first utterance or dissemination or, if there is no utterance or dissemination, then on the first date of the activity giving rise to a claim. C. Coverage C - Crisis Management Expenses The Insurer will reimburse the Named Insured for crisis management expenses incurred by the Named Insured as a direct result of its response to a crisis management event that first occurs during the policy period, provided.: 1 such crisis management event is reported to the Insurer as soon as reasonably practicable following the crisis management event, or within 72 hours after such crisis management event begins if such crisis management event is likely to give rise to bodily injury or property damage; Form No:CNA75504XX(03-2015) Policy No:CUE Policy Page: 2 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability 2. such crisis management expenses are incurred within 180 days after the crisis management event and reported to the Insurer as soon as reasonably practicable; and, 3. such crisis management expenses are approved in advance by the Insurer. The period of time for which the Insurer will pay crisis management expenses will not be limited by the expiration of the policy period. D. Coverage D — Key Employee The Insurer will reimburse the Named Insured for key employee replacement expenses due to the Named Insured's permanent loss of the services of a key employee provided that: 1. the Named Insured would not have incurred such key employee replacement expenses if the Named Insured had not lost the services of the key employee; 2. such key employee replacement expenses are incurred by the Named Insured within 180 days of the covered accident and reported to the Insurer as soon as reasonably practicable; 3. such loss of service is caused by a covered accident; 4. the covered accident occurs during the policy period; and 5. a replacement for such key employee is hired within 180 days after the covered accident. The period of time for which the Insurer will pay key employee replacement expenses will not be limited by the expiration of the policy period. II. DEFENSE COSTS PAYMENT AND RELATED DUTIES A. The Insurer has the right and duty to defend any suit, and the right to assume control of the investigation and settlement of any claim, against the Insured, as follows: 1. with respect to the Coverage A - Excess Follow Form Liability, upon exhaustion through payment in legal currency of the full amount of the applicable underlying limits over which Coverage A applies. 2. with respect to the Coverage B - umbrella Liability, upon receipt by the Insurer of a claim to which Coverage B applies. When the Insurer has the duty to defend any suit and the right to investigate any claim but is prevented by law from doing so, the Insured will undertake such defense and investigation, and the Insurer will reimburse the Insured for the defense costs. The Insurer's obligation to defend any suit, investigate any claim, or reimburse for any defense costs does not apply If any other insurer has a duty to defend. Further, any obligation to defend any suit, investigate any claim, or reimburse for any defense costs ceases upon exhaustion of the applicable limits of insurance of this Policy. B. The Insurer may, at the Insurer's sole discretion and at the Insurer's own cost, elect to participate in the investigation, settlement or defense of any claim against any of the Insureds for matters covered by this Policy even if the applicable underlying limit has not been exhausted. C. The Insurer will pay defense costs as follows: 1 with respect to the Coverage A - Excess Follow Form Liability, defense costs are paid within or excess of the limits of insurance as set forth in the applicable underlying insurance. 2. with respect to the Coverage B - umbrella Liability, defense costs are paid in excess of and do not erode the limits of insurance or the retained amount. D Where the Insurer investigates a claim or defends a suit, the Insurer will do so even if the allegations of a claim are groundless, false, or fraudulent. If Insurer investigates a claim or defends a suit, Insurer will i Form No:CNA75504XX (0 -2015) Policy No: Policy Page: 3 of 32 Policy Effective Date: Eunderwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i Copyright CNA All Rights Reserved. J# CNA Paramount Excess and Umbrella Liability a i gal, °Y pofic , do so only until the Insurer: 1. makes payment of; or 2. offers to pay; or 3. deposits in court that part of a judgment up to but not exceeding the Insurer's applicable limits of insurance. E. No Insured shall admit liability, consent to any judgment, agree to any settlement or make any settlement offer which is reasonably likely to involve this Policy without the Insurer's prior written consent, such consent not to be unreasonably withheld. The Insureds agree that they shall not knowingly take any action that increases the Insurer's exposure for damages or defense costs under this Policy. III. EXCLUSIONS A. Coverage A - Excess Follow Form Liability and Coverage B - Umbrella Liability Exclusions With respect to both the Coverage A- Excess Follow Form Liability and Coverage B -Umbrella Liability, this Insurance does not apply to: 1. Access to or Disclosure of Confidential or Personal Information and Data-Related Liability any actual or alleged damages arising out of: a. any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or b. the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in paragraph a. or b. above. However, unless paragraph a. above applies, this exclusion does not apply to bodily injury to the extent that such liability is covered by underlying insurance. 2. Asbestos a. any actual or alleged liability arising out of the actual, alleged or threatened exposure at any time to asbestos; or b. any actual or alleged loss, cost or expense that may be awarded or incurred: L by reason of a claim for any such injury or damage; or ii. in complying with a governmental direction or request to test for, monitor, clean up, remove, contain or dispose of asbestos. 3. Damage to Impaired Property or Property not Physically Injured any actual or alleged property damage to impaired property or property that has not been physically injured, arising out of: a. a defect, deficiency, inadequacy or dangerous condition in your product or your work; or b. a delay or failure by the Named Insured or anyone acting on the Named Insured's behalf to perform a contract or agreement in accordance with its terms. Form No:CNA75504XX(03-2015) Policy NO: Policy Page: 4 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ------- .--_-. °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability C W,WAPolkn,,, This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to your product or your work.after it has been put to its intended use. 4. Damage to Premises Rented or Occupied by the Named Insured any actual or alleged property damage to premises rented to the Named Insured or in the case of damage by fire, while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner. 5. Distribution or Recording of Material or Information in Violation of Laws any actual or alleged liability arising directly or indirectly out of any actual or alleged: a. violation of: i. the Telephone Consumer Protection Act (TCPA), including any amendment of or addition to such low; ii. the CAN-SPAM Act of 2003, including any amendment of or addition to such law; iii, the Fair Credit Reporting Act (FCRA), and any amendment of or addition to such law, including the Fair and Accurate Credit Transaction Act (FACTA); or iv. any statute, ordinance, regulation or law other than the TCPA, CAN-SPAM Act of 2003, or FCRA, including FACTA, and their amendments and additions, that addresses, prohibits, or limits the printing, dissemination, disposal, collecting, recording, sending, transmitting, communicating or distribution of material or information; or b. conversion or consumption of another's tangible property or electronic assets. For the purpose of this provision, electronic assets include but are not limited to minute allowances, text message allowances, and other electronic consumables. 6. Employment Related Practices any actual or alleged bodily injury or personal and advertising injury to: a. a person arising out of any actual or alleged: 1. refusal to employ that person; ii. termination of that person's employment; iii employment-related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination or malicious prosecution directed at that person; or b the spouse, child, parent, brother or sister of that person as a consequence of such bodily injury or personal and advertising injury to that person at whom any of the employment-related practices described in paragraphs a. L, ii., or iii. above is directed. This exclusion applies: a. whether the injury-causing event described in paragraphs a. L, ii., or iii. above occurs before employment, during employment or after employment of that person; b. whether the Insured may be liable as an employer or in any other capacity; and c. to any obligation to share damages with or repay someone else who must pay damages because of the injury. However, this exclusion does not apply to bodily injury a person sustains during a job interview while attempting to demonstrate a physical capability or skill required by the job to the extent that i Form No:CNA75504XX (03-2015) Policy NO: l policy Wage: 5 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i Copyright CNA All Rights Reserved. CNACNA Paramount Excess and Umbrella Liability Policy ,_ such liability is covered by underlying insurance. 7. ERISA any actual or alleged liability arising out of any actual or alleged obligation of any Insured under the Employees Retirement Income Security Act of 1974 or any similar common or statutory law anywhere in the world including any amendments or additions thereto. 8. Nuclear Energy Liability any actual or alleged bodily injury, property damage or personal and advertising injury: a. with respect to which an Insured under this policy is also an insured under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, Nuclear Insurance Association of Canada or any of their successors, or would be an insured under any such policy but for its termination upon exhaustion of its limit of insurance; b. resulting from the hazardous properties of nuclear material and with respect to which: i. any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof, or ii. the Insured is, or had this Policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization; or c. resulting from hazardous properties of nuclear material, if; L the nuclear material: (a) is at any nuclear facility owned by, or operated by or on behalf of, an Insured or (b) has been discharged or dispersed therefrom; ii. the nuclear material is contained in spent fuel or nuclear waste at any time possessed, handled, used, processed, stored, transported or disposed of, by or on behalf of an Insured; or iii the bodily injury, property damage or personal and advertising injury arises out of the furnishing by an Insured of services, materials, parts or equipment in connection with the planning, construction, maintenance, operation or use of any nuclear facility, but if such facility is located within the United States of America, its territories or possessions or Canada, this exclusion applies only to property damage to such nuclear facility and any property thereat. d. Under any Medical Payments coverage, to expenses with respect to bodily injury resulting from the hazardous properties of nuclear material and arising out of the operation of a nuclear facility by any person or organization. Solely as used in this exclusion: (a) property damage includes all forms of radioactive contamination of property; (b) hazardous properties includes but is not limited to radioactive, toxic or explosive properties; (c) source material, special nuclear material, and by-product material have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof; (d) spent fuel means any fuel element or fuel component, solid or liquid, which has been used or exposed to radiation in a nuclear reactor. - ----------- Form No:CNA75504XX (03-2015) Policy No: Policy Page: 6 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability 9. Recall of Products, Work or Impaired Property any actual or alleged loss, cost or expense incurred by the Named Insured or any person or entity, for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of your product, your work or impaired property, if such product, work, or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. 10. Unfair Competition/Antitrust Claims/RICO Claims any actual or alleged liability arising out of any: a. unfair competition, dilution, deceptive trade practices, or civil actions for consumer fraud; b. charges of price fixing, monopolization or restraint of trade; or c. any violation of: L the Federal Trade Commission Act; ii. the Sherman Act, the Clayton Act, or any federal statutory provision regarding anti-trust, monopoly, price fixing, price discrimination, predatory pricing or restraint of trade; iii. the Racketeer Influenced and Corrupt Organizations Act; iv. any rules or regulations promulgated under or in connection with the above statutes; or v. any state, federal or local statute or other law which similarly regulates business practices. 11. Uninsured/Underinsured Motorists any actual or alleged liability arising out of any obligations under an uninsured/underinsured motorist law, a personal injury protection law, a reparations benefit law or other similar law, 12.War any actual or alleged liability arising, directly or indirectly out of any: a. war, including undeclared or civil war; b. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or c. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 13.Workers' Compensation and Similar Laws /Nonsubscriber Status any actual or alleged liability arising out of any obligation of any Insured: a. under a workers' compensation, disability benefits or unemployment compensation law or any similar law. b. by reason of a statement of non-subscription on file with any applicable Worker's Compensation authority of any State indicating the Named Insured has chosen not to participate in the Workers Compensation system In accordance with laws of such state. B. Coverage A - Excess Follow Form Liability Exclusions With respect to Coverage A - Excess Follow Form Liability, this Insurance does not apply to: 1. Coverages Subject to a Sub Limit any actual or alleged liability, loss, cost or expense covered under any underlying insurance which is i Form No:CNA75504XX (03-2015) Policy No: Policy Page: 7 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I Copyright CNA All Rights Reserved. alb' ACNA Paramount Excess and Umbrella Liability I Pk—) r;Y subject to a sub limit. 2. Crisis Management Expenses crisis management expenses except as provided for in Coverage C above even if such insurance is afforded under underlying insurance or would have been afforded but for the exhaustion of the underlying limits. 3. Pollution a. any actual or alleged bodily injury or property damage arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants: i. at or from any premises, site or location which is or was at any time owned or occupied by, or rented or loaned to, any Insured except that this subparagraph does not apply to: (a) bodily injury or property damage arising out of heat, smoke or fumes from a hostile fire; or (b) bodily injury if sustained within a building and caused by smoke, fumes, vapor or soot produced by or originating from equipment that is used to heat, cool or dehumidify the building, or equipment that is used to heat water for personal use, by the building's occupants or their guests; ii. at or from any premises, site or location which is or was at any time Used by or for any Insured or others for the handling, storage, disposal, processing or treatment of waste; iii. which are or were at any time transported, handled, stored, treated, disposed of, or processed as waste by or for any Insured or any person or organization for whom the Named Insured may be legally responsible; or iv. at or from any premises, site or location on which any Insured or any contractors or subcontractors working directly or indirectly on any Insured's behalf are performing operations: (a) If the pollutants are brought on or to the premises, site or location in connection with such operations by such Insured, contractor or subcontractor; except that this subparagraph does not apply to bodily injury or property damage arising out of: (1) the escape of fuels, lubricants, or other operating fluids which are needed to perform the normal electrical, hydraulic or mechanical functions necessary for operation of mobile equipment or its parts, if such fuels, lubricants or other operating fluids escape from a vehicle part designed to hold, store or receive them. This exception does not apply if the bodily injury or property damage arises out of the intentional discharge, dispersal or release of the fuels, lubricants or other operating fluids, or if such fuels, lubricants or other operating fluids are brought on or to the premises, site or location with the intent that they be discharged, dispersed or released as part of the operations being performed by such Insured, contractor or subcontractor; or (2) heat, smoke or fumes from a hostile fire; or (b) If the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of pollutants; v. that are, or that are contained in property that is; (a) being transported or towed by, or handled for movement into, onto or from a covered auto; (b) otherwise in the course of transit; or Form No:CNA75504XX (03-2015) Policy No: Policy Page: 8 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I i °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability CNA (c) being stored, disposed of, treated or processed in or upon the covered auto except that this subparagraph does not apply to fuels, lubricants, fluids, exhaust, gases or other similar Pollutants that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered auto or its parts if the pollutants escape or are discharged, dispersed or released directly from an auto part designed by its manufacturer to hold, store, receive or dispose of such pollutants; vi. before the pollutants or property in which the pollutants are contained are moved from the place where they are accepted by the Insured for movement into or onto the covered auto; or vii. after the pollutants or property in which the pollutants are contained are moved from the covered Auto to the place where they are finally delivered, disposed of or abandoned by the Insured. Subparagraphs vi. and vii. do not apply if the pollutants or property in which the pollutants are contained are upset, overturned or damaged as a result of the maintenance or use of a covered auto and the discharge, dispersal, release or escape of the pollutants is caused directly by such upset, overturn or damage. b. any actual or alleged personal and advertising injury arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants at any time. c. any actual or alleged loss, cost or expense arising out of any: I. request, demand, order or statutory or regulatory requirement that any Insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of pollutants; or ii, claim by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of pollutants. However, if liability for damages because of property damage is not excluded by paragraph a. of this exclusion, then neither will paragraph c. above serve to exclude such damages. C. Coverage B - Umbrella Liability Exclusions With respect to the Coverage B - Umbrella Liability, this Insurance does not apply to: 1. Aircraft, Auto, Watercraft or Mobile Equipment any actual or alleged bodily injury, property damage, personal and advertising injury arising out of the ownership, maintenance, operation, use, loading or unloading or entrustment to others of any: a. aircraft owned by any Insured or rented, loaned or chartered by or on behalf of any Insured without crew; or b. autos, watercraft or mobile equipment This exclusion applies even if such claim against an Insured alleges negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that Insured. This exclusion does not apply to: I. watercraft while ashore on premises the Named Insured owns or rents; ii. watercraft the Named Insured does not own that is: (a) less than 55 feet long; and (b) not being used to carry persons or property for a charge; or Form No:CNA75504XX (03-2015) Policy NO: Policy Wage: 9 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i i Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability It iii. liability assumed under any insured contract for the ownership, maintenance or use of watercraft. 2. Contractual Liability any actual or alleged bodily injury, property damage or personal and advertising injury for which an Insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement other than an insured contract. This exclusion does not apply to liability that the Insured would have in the absence of such contract or agreement. 3. Damage to Property any actual or alleged property damage to: a. property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by the Named Insured, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; b. premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; c. property loaned to the Named Insured; d. personal property in the care, custody or control of the Insured; e, that particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on its behalf are performing operations, if the property damage arises out of those operations; or f. that particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraph b. of this exclusion does not apply if the premises are your work and were never occupied, rented or held for rental by the Named Insured. Paragraphs c., d., e. and f. of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph f, of this exclusion does not apply to property damage included in the products-completed operations hazard. 4. Damage to Your product any actual or alleged property damage to your product arising out of it or any part of it. 5. Damage to Your work any actual or alleged property damage to your work arising out of it or any part of it and included in the products-completed operations hazard. This exclusion does not apply if the damaged work or the work out of which the damage arises was performed on the Named Insured's behalf by a subcontractor. 6. Employee Injury any actual or alleged bodily injury or personal and advertising injury to: a. an employee arising out of and in the course of employment by the Insured or performing duties related to the conduct of the Insured's business; or b, the spouse, child, parent, brother or sister of that employee as a consequence of a. above. Form No:CNA75504XX (03-2015) Policy No: Policy Page: 10 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. { CNA Paramount Excess and Umbrella Liability ff x 3 11N This exclusion applies: i. whether an Insured may be liable as an employer or in any other capacity; and ii. to any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to liability assumed by the Insured under an insured contract. 7. Expected or Intended injury any actual or alleged bodily injury or property damage arising out of an act or omission: a. intended by an Insured; or b. that would be expected from the standpoint of a reasonable person in the circumstances of the Insured; to cause bodily Injury or property damage, even if the actual bodily injury or property damage is of a different degree or type than intended or expected. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 8. Fungi or Other Organic Pathogens a. any actual or alleged bodily injury, property damage or personal and advertising injury arising out of any actual, alleged or threatened inhalation of, ingestion of, contact: with, exposure to, existence of, or growth or presence of any fungi or other organic pathogens; b. any actual or alleged loss, cost or expense arising out of or relating to the testing for, monitoring, cleaning up, removing, containing, treating, detoxifying, neutralizing, remediating,or disposing of, or in any way responding to or assessing the effects of fungi or other organic pathogens by any Insured or by anyone else; or c. any actual or alleged property damage caused by water where there also exists any property damage arising out of or relating to, in whole or in part, the actual, alleged or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or growth or presence of any fungi or other organic pathogens. This exclusion applies regardless of any other cause or event that contributes concurrently or in any sequence to such injury or damage, loss, cost or expense, 9. Liquor Liability any actual or alleged bodily injury or property damage for which any Insured may be held liable by reason of: a. causing or contributing to the intoxication of any person, including causing or contributing to the intoxication of any person because alcoholic beverages were permitted to be brought on the Insured's premises, for consumption on the Insured"s premises; b. the furnishing of alcoholic beverages to a person under the legal drinking age or under the influence of alcohol; or c. any statute, ordinance or regulation relating to the sale, gift, distribution or use of alcoholic beverages. This exclusion applies even if the claims against any Insured allege negligence or other wrongdoing in: L the supervision, hiring, employment, training or monitoring of others by that Insured; or Form No:CNA75504XX (03-2015) Policy No: Ipolicy page: 11 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I Copyright CNA All Rights Reserved. 1 CNA Paramount Excess and Umbrella Liability i/wNA aY: ii. providing or failing to provide transportation with respect to any person that may be under the influence of alcohol, if the occurrence which caused the bodily injury or property damage involved that which is described in paragraph a., b. or c. above. 10. Nonemployment Related Discrimination any actual or alleged personal and advertising injury arising out of any actual or alleged nonemploymenX related discrimination committed intentionally against a person. 11. Personal and Advertising Injury any actual or alleged personal and advertising injury: a. Breach of Contract arising out of breach of contract, except an implied contract to use another's advertising idea in the Named Insured's advertisement. b. Criminal {acts or Conduct arising out of any actual or alleged criminal act or omission committed by or at the direction of any Insured. This exclusion does not apply to the extent liability is imposed upon the Insured for acts or omissions of another committed without the knowledge or consent of the Insured. c. Electronic Chat Rooms or Bulletin Boards arising out of an electronic chat room or bulletin board the Insured hosts, owns, or over which the Insured exercises control. d. Infringement of Copyright, Patent, Trademark or Trade Secret arising Out of infringement of copyright, patent, trademark, trade secret or other intellectual property rights. Under this exclusion, such other intellectual property rights do not include the use of another's advertising idea in the Named Insured's advertisement. However, this exclusion does not apply to infringement of copyright, trade dress or slogan in the Named Insured's advertisement. e. Insureds in Media and Internet Type Businesses committed by an Insured whose business is: 1. advertising, broadcasting, publishing or telecasting; ii. designing or determining content or web-sites for others; or iii. an Internet search, access, content or service provider. However, this exclusion does not apply to paragraph A., B. or C. of personal and advertising injury as defined in the section entitled Definitions. For the purposes of this exclusion, the placing of frames, borders or links, or advertising, for the Named Insured or others anywhere on the Internet, is not by itself, considered the business of advertising, broadcasting, publishing or telecasting. f. Knowing Violation of Rights of Another caused by an actual or alleged offense, act or omission by or at the direction of the Insured if the Insured knew or should have known that such offense, act or omission would cause such personal and advertising injury. Form No:CNA75504XX (03-2.015) Policy No: Policy Page: 12 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. 0 CNA Paramount Excess and Umbrella Liability ya , g. Material Published Prior To Policy Period arising out of oral or written publication, in any manner, of material whose first publication took place before the beginning of the policy period. h. Material Published with Knowledge of Falsity arising out of written publication in any manner of material, if the Insured knew or should have known the material was false, i. Quality or Performance of Goods — Failure to Conform to Statements arising nut of any failure of goods, products or services to conform to any statement of quality or performance made in the Named Insured's advertisement. j. Unauthorized Use of Another's Name or Product arising out of unauthorized use of another's name or product in the Named Insured's e-mail address, domain name or metatagr or any other similar tactics to mislead another's potential customers. k. Wrong Description of Prices arising out of the wrong description of the price of goods, products or services stated in the Named Insured's advertisement. 12. Pollution a any actual or alleged bodily injury, property damage or personal and advertising injury arisingout of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants at any time. b. any actual or alleged loss, cost or expense arising out of any: i. request, demand, order, or statutory or regulatory requirement that anyone test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to or assess the effects of pollutants; or ii. claim by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to or assessing the effects of pollutants. 13.Silica a. any actual or alleged bodily injury arising, in whole or in part, out of the actual, alleged or threatened respiration or ingestion at any time of silica; or b. any actual or alleged property damage arising in whole or in part out of the actual, alleged or threatened presence of silica. c. any actual or alleged personal and advertising injury arising, in whole or in part, out of the actual, alleged or threatened: i. exposure at any time to; or ii. presence at any time of; silica. 14.Terrorism any actual or alleged bodily Injury, property damage or personal and advertising injury arising out of any act of terrorism. corm No:CNA75504XX(03-2015) Policy NO: i policy Page: 13 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: t i Copyright CNA All Rights Reserved. CA(ACNA Paramount Excess and Umbrella Liability rolicy D. Coverage D - Key Employee Exclusions With respect to Coverage D — Key Employee, this insurance does not apply to any actual or alleged: 1. Death or Disability death or permanent disability of a key employee relating to, or arising out of: a. nuclear reaction or radiation or radioactive contamination, however caused; b. sickness or disease, including mental illness or mental injury; c. pregnancy, childbirth, miscarriage or abortion; d. suicide, attempted suicide or self inflicted bodily injury, while sane or insane; e. the key employee's intoxication, impairment or otherwise being under the influence of alcohol or controlled substances; f. war, including undeclared or civil war; g. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or h. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 2. Other Expenses a. expenses the Named Insured incurs which the Named Insured would not have Incurred if the Named Insured had used all reasonable means to: I. find a permanent replacement for the key employee; and ii. reduce or discontinue the key employee replacement expense; as soon as possible after the Named Insured's permanent loss of the services of the key employee caused by a covered accident. b. additional expenses incurred due to the Named Insured's loss of the services of a permanent replacement appointed or hired to replace a key employee, however caused. However, this exclusion does not apply if the replacement employee is included in the definition as a key employee and the Named Insured's loss of the services of the replacement employee is caused by a covered accident. IV. WHO IS AN INSURED The following persons or organizations are Insureds. A. With respect to Coverage A - Excess Follow Form Liability, the Named Insured and any persons or organizations included as an insured under the provisions of Underlying insurance are Insureds, and then only for the same coverage, except for limits of insurance, afforded under such underlying insurance. B. With respect to the Coverage B - Umbrella Liability: 1. If the Named Insured is designated in the Declarations of this Policy as: a. an individual, the Named Insured and the Named Insured's spouse are Insureds, but only with respect to the conduct of a business of which the Named Insured is the sole owner. b. a partnership or joint venture, the Named Insured is an Insured. The Named Insured's members, the Named Insured's partners, and their spouses are also Insureds, but only with respect to the conduct of the Named Insured's business. Form No:CNA75504XX (03-2015) Policy NO: Policy Page: 14 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. iowr,.,tw�� CNA Paramount Excess and Umbrella Liability c. a limited liability company, the Named Insured is an Insured. The Named Insured's members are also Insureds, but only with respect to the conduct of the Named Insured's business. The Named Insured's managers are Insureds, but only with respect to their duties as the Named Insured's managers. d. an organization other than a partnership, joint venture or limited liability company, the Named Insured is an Insured. The Named Insured's executive officers and directors are Insureds, but only with respect to their duties as the Named Insured's officers or directors. The Named Insured's stockholders are also Insureds, but only with respect to their liability as stockholders. e. a trust, the Named Insured is an Insured. The Named Insured's trustees are also Insureds, but only with respect to their duties as trustees. 2. Each of the following are also Insureds: a. The Named Insured's volunteer workers but only while performing duties related to the conduct of the Named Insured's business. b. The Named Insured's employees, other than either the Named Insured's executive officers (if the Named Insured is an organization other than a partnership, joint venture or limited liability company) or the Named Insured's managers (if the Named Insured is a limited liability company), but only for acts within the scope of their employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business. However, none of these employees or volunteer workers are Insureds for, i. bodily injury or personal and advertising injury: (a) to the Named Insured, to the Named Insured's partners or members (if the Named Insured is a partnership or joint venture), to the Named Insured's members (if the Named Insured is a limited liability company), to a co-employee while in the course of his or her employment or performing.duties related to the conduct of the Named Insured's lousiness, or to the Named Insured's other volunteer workers while performing duties related to the conduct of the Named Insured's business; (b) to the spouse, child, parent, brother or sister of that co-employee or volunteer worker as a consequence of paragraph (i)(a) above; (c) for which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph i. (a) or (b) above; or (d) arising out of his or her providing or failing to provide professional health care services. ii. property damage to property: (a) owned, occupied or used by; (b) rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by; the Named Insured, any of the Named Insured's employees, volunteer workers, any partner or member (if the Named Insured is a partnership or joint venture), or any member (if the Named Insured is a limited liability company). C. With respect to the Coverage C - Crisis Event Management and the Coverage D - Key Employee, the Named Insured is the Insured. V. LIMITS OF INSURANCE A. Multiple Insureds, claims, claimants The limits of insurance shown in the Declarations of this Policy and the rules below fix the most the Form No:CNA75504XX (03-2015) Policy No: Policy Page: 15 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i ID i Copyright CNA All Rights Reserved. CNACNA Paramount Excess and Umbrella Liability olikoy Insurer will pay regardless of the number of: 1. Insureds; 2. claims made or brought against the Insured; 3. persons or organizations making claims or bringing claims; and 4. coverages Linder this Policy. B. Aggregate Limit Subject to the paragraphs D. and E. below, the limit of insurance shown in the Declarations of this Policy as the Aggregate limit is the most that the Insurer will pay as damages under this Policy, regardless of which coverage applies, except for: 1. damages covered by any auto liability policy listed in the Schedule of Underlying Insurance where the limits of Insurance of such auto liability policy are not aggregated; and 2. damages covered under the products-completed operations hazard. The limits of insurance shown in the Declarations of this Policy apply to the entire policy period, regardless of length. In addition, with respect to Coverage A — Excess Follow Form Liability only, the Aggregate limit shown in the Declarations of this Policy shall be applied in the same planner as the applicable Aggregate limits in the Schedule of underlying insurance, C. Aggregate Products-Completed Operations Hazard Subject to paragraph D. and E. below, the limit of insurance shown in the Declarations of this Policy as the Aggregate Products-Completed Operations Hazard limit is the most that the Insurer will pay as damages arising out of the products-completed operations hazard, regardless of whether such damages are or otherwise would be covered in any way under more than one coverage. D. Policy Aggregate Limit This provision D, only applies if an amount is shown in the Declarations as the Policy Aggregate Limit. Subject to the Each Incident limit, Aggregate limit and Aggregate products-completed operations hazard limit, the Policy Aggregate limit is the most the Insurer will pay as damages under this Policy, regardless of which coverage applies, except for damages covered by any auto liability policy listed in the Schedule of Underlying Insurance where the limits of insurance of such auto liability policy are not aggregated. E. Each Incident Subject to paragraphs B., C. and D. above, the limit of insurance shown in the Declarations of this Policy as the Each Incident limit is the most the Insurer will pay for the sum of all damages arising out of any one incident under this Policy, regardless of which coverage applies. F. Crisis Management Solely with respect to Coverage C — Crisis Management Expenses, the most the Insurer will pay is the limit of insurance shown on the Declarations of this Policy as the Crisis Management Expenses Aggregate limit, regardless of the number crisis management events for which crisis management expenses are incurred. Crisis management expenses are not subject to the retained amount. The Crisis Management Expenses Aggregate limit of insurance is in addition to and will not erode any other limits of this Policy. The Crisis Management Expenses Aggregate limit of insurance shall be excess of any other limits of insurance available to the Insured for the same expenses. G. Key Employee Replacement Expenses Form No:CNA75504XX (03-2015) Policy No: Policy Page: 16 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved, MACNA Paramount Excess and Umbrella Liability Solely with respect to Coverage D — Key Employee, the most the Insurer will pay for key employee replacement expenses is the Key Employee Aggregate limit shown on the Declarations of this Policy, regardless of the number key employees for which key employee replacement expenses are incurred. Key employee replacement expenses are not subject to the retained amount. The Key Employees Replacement Expenses Aggregate limit of insurance is in addition to and will not erode any other limits of this Policy. The Key Employee Replacement Expenses Aggregate limit of insurance shall be excess of any other limits of insurance available to the Insured for the same expenses. H. Defense Costs Defense costs are either paid within or are in excess of the limits of insurance as set forth in paragraph C. of the section entitled Defense Costs Payment and Related Duties. I. Exhaustion or Reduction of Applicable Underlying Limit Solely with respect to Coverage A - Excess Follow Form Liability, if the applicable underlying limits are: 1. reduced solely'by the payment of covered loss as set forth in Coverage A including related costs and expenses (.if such related costs and expense reduce such limits) Coverage A will apply in excess of the remaining amount of such applicable underlying limit; or 2. exhausted, solely by the payment of covered loss as set forth in Coverage A including related costs and expenses iff such related costs and expense reduce such limits) then Coverage A will apply, subject to this. Policy's limit of insurance provision and to the remaining terms and provisions and conditions of this Policy in place of such exhausted applicable underlying limit. If any loss covered under any underlying insurance is subject to a sub-limit (whether or not such sub-limit erodes the limits generally available to all claims), then the underlying limits shall not be deemed depleted by payment of any such sub-limits. Nothing herein shall serve to increase the limits of insurance shown in the Declarations of this Policy. Vl. CONDITIONS A. Appeals If the Named Insured or its underlying insurers elect not to appeal a judgment in excess of the limits of insurance afforded by the underlying Insurance the Insurer may elect to appeal at the Insurer's expense. The Insurer's limits of insurance shall not be increased because of such appeal. However, the Insurer will pay the followiing costs and expenses: 1. all premium bonds to release attachments for an amount not in excess of the applicable limit of insurance of this policy; 2. all premiums on appeal bonds required in such defended claims, but without obligation to apply for or furnish such bonds; 3. court fees; and 4. costs and expenses taxed against the Named Insured by the appellate court and interest accruing after entry of a judgment against the Named Insured and before the Insurer has paid, offered to pay, or deposited in court the part of the judgment that is within the applicable limit of insurance of this Policy. Where the underlying insurers terminate their liability to pay interest on the judgment by an offer to pay their limits, the Named Insured shall demand that such limits be paid. If the appeal is successful, such amounts not obligated to be paid shall be returned to such underlying insurer. B. Cancellation and Nonrenewal Form No:CNA75504XX(03-2015) Policy No: Policy Page: 17 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability The Cancellation/Nonrenewal provisions are as set forth in the Cancellation/Nonrenewal Endorsement attached to this Policy. C. Changes to the Policy Notice to any of the Insurer's agents or knowledge possessed by any such agent or any other person shall not act as a waiver or change in any part of this Policy, nor will such notice prevent the Insurer from asserting any rights under the provisions of this Policy. None of the provisions of this Policy will be waived, changed or modified except by written endorsement issued by the Insurer to form a part of this Policy. D. Concealment, Misrepresentation and Fraud No concealment, misrepresentation or fraud shall avoid or defeat recovery under this Policy unless such concealment, misrepresentation or fraud was material. Concealment, misrepresentation or fraud in the procurement of this Policy which if known by the Insurer would have led to refusal by the Insurer to make this contract or provide coverage, or to make this contract or provide coverage on different terms or conditions, will be deemed material. E. Duties of the First Named Insured on the Declarations of this Policy The First Named Insured, on behalf of all others, will be: 1. authorized to make changes in the terms of this Policy with the consent of the Insurer; 2. the payee of any premiums the Insurer refunds; 3. responsible for: a. remitting the payment of all premiums due, but all Named Insureds jointly and severally agree to make such payments in full if the First Named Insured fails to pay the amount due within 10 days after the Insurer give written notice or demand; b, keeping records of the information the Insurer requires for premium computation, and sending copies of such records at such times as requested by the Insurer; c. notifying the Insurer that the First Named Insured on behalf of all others wants to cancel this Policy; and d. providing any notice required under this Policy. F. Economic and Trade Sanctions This Policy does not provide coverage for an Insured, transaction or that part of loss that is uninsurable under the laws or regulations of the United States concerning trade or economic sanctions. G. Entire Contract By acceptance of this Policy, the Insureds agree that this Policy, including all endorsements to this Policy, constitute the entire contract existing between the parties relating to this insurance. H. Estates, Legal Representatives and Spouses The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this Policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such provided however that this sentence does not apply to the spouse of: 1. a sole proprietorship Named Insured; or Form No:CNA75504XX (03-2015) Policy No: Policy Page: 18 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i °Copyright CNA All Rights Reserved. C!M. � CNA Paramount Excess and Umbrella Liability PcAv,-,,v 2. members or partners of joint venture or partnership Named Insureds. Examination of the Named Insured's Books and Records The Insurer may examine and audit the Named Insured's books and records as they relate to this Policy at any time during the policy period and up to 3 years afterward. J. Financial Impairment Bankruptcy, rehabilitation, receivership, liquidation or other financial impairment of the Named Insured or an underlying insurer shall neither relieve nor increase any of the Insurer's obligations under this Policy. In the event there is diminished recovery or no recovery available to the Named Insured as a result of financial impairment of an underlying insurer, the coverage under this Policy shall apply only in excess of the underlying limits. Under no circumstances shall the Insurer be required to drop down and replace the underlying limits, or assume the obligations of the Named Insured or the financially impaired insurer. K, Headings The description in the headings and subheadings of this Policy is solely for convenience, and forms no part of the terms and conditions of coverage. L. Inspections and Surveys The Insurer has the right but is not obligated to: 1. make inspections and surveys at any time; 2. give the Named Insured reports on the conditions it finds; 3. recommend changes; or 4. conduct loss control and prevention activity. Any inspections, surveys, reports, or recommendations relate only to insurability and the premiums to be charged. The Insurer does not: 1. make safety inspections; 2. undertake to perform the duty of any organization to provide for the health or safety of workers or the public; nor 3. warrant that conditions are safe or healthful or comply with laws, regulations, codes or standards. This provision applies not only to the Insurer, but also to any rating, advisory, rate service, or similar organization which makes insurance inspections, surveys, recommendations, reports, or gives loss control or prevention advice, on its behalf. M. Legal Action Limitation No person or organization has a right under this Policy: 1. to join the Insurer as a party or otherwise bring the Insurer into a suit asking for damages from an Insured; or 2. to sue Insurer on this Policy unless all of its terms have been fully complied with. A person or organization may sue the Insurer to recover on an agreed settlement or on a final judgment against an Insured; but the Insurer will not be liable for damages that are not payable under the terms of this Policy or that are in excess of the applicable limit of insurance. An "agreed settlement" means a settlement and release of liability signed by the Insurer, the Insured and the claimant or the claimant's legal representative. Form No:CNA75504XX(03-2015) Policy No: Policy Page: 19 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. ?F'. CAfA CNA Paramount Excess and Umbrella Liability N. Maintenance of Underlying Insurance Solely with respect to Coverage A - Excess Follow Form Liability, while this Policy is in force the First Named Insured agrees that the underlying insurance and renewals and replacements thereof shall be maintained, without alterations of terms or conditions, in full effect during the term of this Policy; except for reduction or exhaustion of the limits of insurance in the underlying insurance, provided that such reduction or exhaustion is solely the result of incidents covered under this Policy. If the First Named Insured fails to maintain underlying insurance, this condition shall not invalidate this Policy. However, in the event of such failure, the Insurer will only be liable to the sarne extent as if such underlying insurance was in full force and effect without alteration of its terms and conditions. 0. Notice of Claims/Crisis Management Event/Covered Accident 1. Solely with respect to Coverage A - Excess Follow Form Liability, if any underlying insurance is a policy issued by the Insurer or any of its affiliates, then notice of any claim under such underlying insurance is notice to the Insurer under this Policy. 2. It is a condition precedent to coverage under this Policy that: a. subject to paragraph b. below, the Insured notify the Insurer as soon as practicable of an incident which an Insured believes may result in a claim. To the extent possible, notice should include: L how, when and where the incident took place; ii. the names and addresses of any injured persons and witnesses; and iii. the nature and location of any injury or damage arising out of the incident. b. the Insured notify the Insurer as soon as practicable of an incident if it involves: L a demand against the Insured which exceeds 50% of any remaining applicable underlying limit; ii. any underlying insurance reserve or monetary exposure exceeding $500,000; or iii. any of the following: (a) brain damage, including but not limited to any neurological impairment of infants or adults and coma; (b) spinal cord injury, including but not limited to paraplegia or quadriplegia; (c) loss of any organ; (d) severe disfigurement, including but not limited to burns and amputations; or (a) death. c. if a claim is made against any Insured, the Named Insured: I. will immediately record the specifics of the claim and the date received and notify the Insurer of such claim; ii, will immediately send the Insurer copies of any demands, notices, summonses or legal papers received in connection with the claim; iii. will authorize the Insurer to obtain records and other information; iv. will cooperate with the Insurer in the investigation or settlement of the claim or defense against the suit; will assist the Insurer, upon its request, in the enforcement of any right against any person Form No:CNA75504XX (03-2015) Policy No: Policy Page: 20 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I I °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability r*MA or organization which may be liable to the Insured because of injury or damage to which this insurance may also apply; and vi. will not voluntarily make a payment, except at its own cost, assume any obligation, or incur any exl:aense, other than for first aid, without the Insurer's prior consent. 3. Cooperation With respect To both Coverage A - Excess Follow Form liability and Coverage B -- Umbrella Liability, the Named Insured will cooperate with the Insurer in addressing all claims required to be reported to the Insurer in accordance with this paragraph O. Notice of Claims/Crisis Management Event/Covered Accident, and Defuse, except solely at its own cost, to voluntarily, without the Insurer's approval, make any payment, admit liability, assume any obligation or incur any expense related thereto. P. Notices Any notices required to be given by an Insured shall be submitted in writing to the Insurer at the address set forth in the Declarations of this Policy. Q. Other Insurance If the Insured is entitled to be indemnified or otherwise insured in whole or in part for any damages or defense costs by any valid and collectible other insurance for which the Insured otherwise would have been indemnified or otherwise insured in whole or in part by this Policy, the limits of insurance specified in the Declarations of this Policy shall apply in excess of, and shall not contribute to a claim, incident or such event covered by such other insurance. With respect to Coverage A — Excess Follow Form Liability only, if: a. the Named Insured has agreed in writing in a contract or agreement with a person or entity that this insurance would be primary and would not seek contribution from any other insurance available b. Underlying Insurance includes that person or entity.as an additional insured; and c. Underlying Insurance provides coverage on a primary and noncontributory basis as respects that person or entity; then this insurance is primary to and will not seek contribution from any insurance policy where that person or entity is a named insured. A. Premium All premium charges under this Policy will be computed according to the Insurer's rides and rating plans that apply at the inception of the current policy period. Premium charges may be paid to the Insurer or its authorized representative. S. In Rem Actions A quasi in rem action against any vessel owned or operated by or for a Named Insured, or chartered by or for a Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. T. Separation of Insureds Except with respect to the limits of insurance, and any rights or duties specifically assigned in this Policy to the First Tamed Insured, this insurance applies: 1. as if each Named Insured were the only Named Insured; and 2. separately to each Insured against whom a claim is made. U. TransfePof Interest Porno No:CNA75504XX (03-2015) Policy No: Policy Page: 21 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 1 i Copyright CNA All Rights Reserved. t 4 Mr NACNA Paramount Excess and Umbrella Liability PcOkuy Assignment of interest under this policy shall not bind the Insurer unless its consent is endorsed hereon. V. Unintentional Omission Based on Insurer's reliance on the Named Insured's representations as to existing hazards, if the Named Insured should unintentionally fail to disclose all such hazards at the effective date of this Policy, the Insurer will not deny coverage under this Policy because of such failure. W. Waiver of Rights of Recovery The Insurer waives any right of recovery it may have against any person or organization because of payments the Insurer makes under this Policy if the Named Insured has agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. is in effect or becomes effective during the policy period; and 2. was executed prior to loss. VII.DEFINITIONS For purposes of this Policy, words in bold face type, whether expressed in the singular or the plural, have the meaning set forth below. Advertisement means a notice that is broadcast or published to the general public or specific market segments about the Named Insured's goods, products or services for the purpose of attracting customers or supporters. For the purposes of this definition: A. notices that are published include material placed on the Internet or on similar electronic means of communication; and B. regarding web-sites, only that part of a web-site that is about the Named Insured's goods, products or services for the purposes of attracting customers or supporters is considered an advertisement. Aircraft means any machine or device that is capable of atmospheric flight. Arbitration proceeding means a formal alternative dispute resolution proceeding or administrative hearing to which an Insured is required to submit by statute or court rule or to which an Insured has submitted with the Insurer's consent. Asbestos means the mineral in any form whether or not the asbestos was at any time airborne as a fiber, particle or dust, contained in or formed a part of a product, structure or other real or personal property, carried on clothing, inhaled or ingested, or transmitted by any other means. Authorized Insured means any executive officer, member of the Named Insured's risk management or in-house general counsel's office, or any employee authorized by the Named Insured to give or receive notice of a claim. Auto means: A. a land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment; or B. any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. However, auto does not include mobile equipment. Bodily injury means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the bodily injury, sickness or disease. Claim means a: A. suit; or Form No:CNA75504XX(03-2015) Policy No: Policy Page: 22 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability CMAofic B. written or oral demand for damages alleging injury to which this insurance applies. Coverage territory means; A. the United States of America (including its territories and possessions), Puerto Rico and Canada; B. international waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in paragraph A. above; or C. all other parts of the world if the injury or damage arises out of: 1. goods or products made or sold by the Named Insured in the territory described in paragraph A. above; 2. the activities of a natural person whose home is in the territory described in paragraph A. above, but is away for a short time on the Named Insured's business; or 3. an offense that take place through the Internet or similar electronic means of communication, provided that the Insured's responsibility to pay damages is determined in a suit on the merits, in the territory described in paragraph A. above or in a settlement the Insurer agrees to. Covered accident means a sudden and unexpected event, which solely and independently of any other cause results in the key employee's death or permanent disability within one year after the date of the sudden event. Crisis management event means an event than an executive officer reasonably believes has resulted or may result in significant adverse regional or national media coverage and a claim for: A. bodily injury, property damage or any of the following personal and advertising injury offenses: 1. false arrest, detention or imprisonment; 2. malicious prosecution or abuse of process; or 3. wrongful eviction from, wrongful entry into, or the invasion of the right of private occupancy of a room, dwelling or premises that a person occupies committed by or on behalf of its owner, landlord or lessor; and B. damages to which this insurance applies, that are in excess of any applicable: 1. underlying limits; or 2. retained amount. Crisis management expenses means crisis management public relations expenses and crisis management other expenses provided however crisis management expenses do not include any of the following: A. salary, wages, or benefits of the Named Insured or the Named Insured's employees, B. loss of business income; C. costs to acquire, repair or replace real or personal property; or D. expense to hire a: public adjuster or appraiser or any other claim adjustment expenses incurred by a Named Insured. Crisis management public relations expenses means reasonable and necessary expenses incurred in connection with a crisis management event by the Named Insured: A. to hire a crisis management firm; B. to set up call centers or similar inquiry management system to manage inquiries from, or to directly contact, individuals or entities that may be directly impacted by such crisis management event; to create and deliver notification letters to contact individuals or entities that may be directly impacted Form No:CNA75504XX(03-2015) Policy No: Policy Page: 23 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I °Copyright CNA All Rights Reserved. i CNA Paramount Excess and Umbrella Liability l P olk;:.Y by the crisis management event; or D. other related miscellaneous expenses. Crisis management other expenses means reasonable and necessary expenses incurred in connection with a crisis management event by the Named Insured: A. to pay medical expenses, funeral expenses, psychological counseling expenses, travel expenses, and temporary living expenses of a third party who incurs bodily injury, or a family menlber of such third party, by reason of such crisis management event; B. for travel expenses incurred by or on behalf of Insureds and at the direction of the Crisis management firm; C. to secure the scene of a crisis management event; and D. other related miscellaneous expenses, Crisis management firm means a public relations firm, law firm or crisis management firm approved by the Insurer to provide media management services and to respond to actual or anticipated adverse publicity arising out of a crisis management event or covered accident. Damages means the amount an Insured is legally obligated to pay, either through: A. final adjudication of a claim; or B. through comprornise or settlement of a claim with the Insurer's written consent or direction, because of covered incidents. In addition, damages includes the above-mentioned sums only after deducting all other recoveries and salvages. However, damages does not include: 1. civil or criminal fines, sanctions, penalties or forfeitures, whether pursuant to law, statute, regulation or court rule; 2. injunctive or declaratory relief; 3. any amount that is not insurable under any applicable law; or 4. plaintiff's attorney fees associated with any of the above. Notwithstanding paragraph 3. above, damages shall include (subject always to this Policy's other terms, conditions and limitations) punitive and exemplary damages the enforceability of which shall be governed by such applicable law that most favors coverage for damages. Defense costs mean: A reasonable and necessary fees, costs, and expenses incurred by the Insurer or consented to by the Insurer and incurred by the Named Insured in the defense or appeal of a covered suit or in the investigation of any covered claim, and includes premium for appeal bonds arising out of a covered judgment, attachment bonds or similar bonds, but only for bond amounts up to the applicable limit of insurance. In addition, the Insurer will pay up to $250 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which bodily injury coverage applies. The Insurer has no obligation to provide such bonds. B. prejudgment interest awarded against an Insured on that part of a judgment covered by this policy. If the Insurer makes an offer to pay the applicable limit of insurance, the Insurer will not pay any prejudgment interest based on that period of time after the offer. post judgment interest which accrues after entry of judgment, but before the Insurer has paid or offered C. to pay, or deposited in court that part of the judgment which is within the limit of insurance of this Policy. The amount of interest the Insurer pays will be in direct proportion to the amount of damages ---------- Form No:CNA75504XX(03-2015) Policy NO: Policy Page: 24 of 32 Policy Effective Date: i Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i °Copyright CNA All Rights Reserved, CNA Paramount Excess and Umbrella Liability CNA the Insurer pays in relation to the total amount of the judgment. D. all reasonable expenses incurred by a natural person Insured at the Insurer's request to assist the Insurer in the investigation or defense of the claim. This includes such Insured's actual loss of earnings up to $750 per day, because of time off from work. E. all court costs taxed against the Insured in the suit. However, these payments do not include attorneys' fees or attorneys' expenses taxed against the Insured. Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software:, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. Employee includes leased workers or employees loaned to the Insured. Temporary workers are not employees, Executive Officer means any natural person holding any of the following positions created by the Named Insured's charter, constitution, bylaws or any other similar governing document: A. director, officer, trustee or governor of a corporation; B. management committee member of a joint venture; C. partner of a partnership; D. manager of a limited liability company; and E. trustee of a trust. An executive officer is not an employee. First Named Insured means the person or organization first listed as a Named Insured in the Declarations of this Policy. Fungi means any form of fungus, including but not limited to, yeast, mold, mildew, rust, smut or mushroom, and including any spores, mycotoxins, odors, or any other substances,, products, or byproducts produced by, released by, or arising out of the current or past presence of fungi. However, fungi does not include any fungi intended by the Insurer{ for human consumption. Nostile fire means one which becomes uncontrollable or breaks out from where it was intended to be. Impaired property means tangible property, other than your product or your work that cannot be used or is less useful because: A. it incorporates your product or your work that is known or thought to be defective, deficient, inadequate or dangerous; or B. the Named Insured has failed to fulfill the terms of a contract or agreement, if such property can be restored to use by the repair, replacement, adjustment or removal of your product or your work; or the Named Insured's fulfilling the terms of the contract or agreement, Incident means: A. with respect to Coverage A - Excess Follow Form Liability, a covered event as defined in applicable underlying insurance; B. solely with respect to Coverage B - Umbrella Liability: 1. with respect to bodily injury and property damage, incident means an occurrence; or C. 2. with respect to personal and advertising injury, incident means an offense that gives rise to such personal and advertising injury. I } Form No:CNA75504XX(03-2015) Policy No: Policy Page: 25 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: E Copyright CNA All Rights Reserved. NA CNA Paramount Excess and Umbrella Liability I 5 3i Insured means any person,or organization set forth in the section entitled WHO IS AN INSURED. Insured contract means: A. a contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to the Namedlnsured or temporarily occupied by the Named Insured with permission of the owner is not an insured contract; B. a sidetrack agreement; C. an easement or license agreement; except in connection with construction or demolition operations on or within 50 feet of a railroad; D. an obligation, as required by ordinance, to indemnify a municipality except in connection with work for a municipality; E. an elevator maintenance agreement; or F. the part of any other contract or agreement pertaining to its business (including an Indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization, provided the bodily injury or property damage is caused, in whole or in part, by the Named Insured or by those acting on its behalf. However, such part of a contract or agreement shall only be considered an insured contract to the extent the Named Insured's assumption of the tort liability is permitted by law. "Tort liability" means liability that would be imposed by law In the absence of contracts or agreements. This paragraph F. does not include that part of a contract or agreement: 1. that indemnifies a railroad for bodily injury or property damage arising out of construction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road-beds, tunnel, underpass or crossing; 2. that indemnifies an architect, engineer or surveyor for bodily injury or property damage arising out of: a preparing, approving or failing to prepare or approve reaps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b giving directions or instructions, or failing to give them, if that is the primary cause of the bodily injury or property damage; 3 under which an Insured, if an architect, engineer or surveyor, assumes liability for bodily injury or properly damage arising out of such Insured's rendering or failure to render professional services, including those listed in paragraph 2. above and supervisory, inspection, architectural or engineering activities; or 4. that indemnifies a person or organization for damage by fire to premises rented to or loaned to an Insured. Key employee means any of the following officer and employment positions: A. Chief Executive Officer; B. Chief Operating Officer; C. Chief Financial Officer; D. Corporate Secretary; E. Treasurer; F. Executive Vice President; and Form No:CNA75504XX(03-2015) Policy NO: Policy Page: 26 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: I Copyright CNA All Rights Reserved. I CNA Paramount Excess and Umbrella Liability G. Risk Manager Key employee also rneans anyone added as such by endorsement to the Policy. Key employee replacement expenses means the actual and necessary expenses incurred by the Named Insured: A. to continue the performance of the key employee's normal job responsibilities, with comparable quality, while a permanent replacement for the key employee is being sought, appointed or hired, and trained. B. to find a qualified permanent replacement to fill the key employee's position: 1. costs of advertising the employment position opening; 2. travel, lodging, meal and entertainment expenses incurred in interviewing job applicants for the employment position opening; and 3. miscellaneous extra expenses incurred in finding, interviewing and negotiating with the job applicants, Including, but not limited to, overtime pay, costs to verify the background and references of the job applicants and legal expenses incurred to draw up employment contracts. C. to minimize the amount of key employee replacement expenses, but only to the extent the amount of key employee replacement expenses otherwise payable under paragraphs 1. and 2. above are reduced. D. to relocate the replacement employee to an area within a reasonable commute from their place of employment. E. to pay the following reasonable and necessary expenses incurred in connection with the death or permanent disability of any key employee: 1. to hire a crisis management firm. 2. to create and deliver notification letters to contact individuals or entities that may be directly impacted by the key employee covered accident; or 3. other related miscellaneous expenses F. Key employee replacement expenses also include first year amounts of the replacement employee's: 1. annual base starting salary; 2. employee perquisite costs; and 3. employee benefit costs; in excess of the amounts which would have been incurred for the key employee if the Named Insured had not lost the services of the key employee. However, the Insurer will not pay more for these expenses than 10% of the amounts which would have been incurred for the key employee. Key employee replacement expenses do not include the following: a. any expenses which would have been incurred by the Named Insured for the key employee if the Named Insured had not lost the services of the key employee; b. any key employee replacement expenses that are paid for by any other insurance; c. except as provided in paragraph F. above, salary, wages, or benefits of the Named Insured, the Named Insured's employees, the Named Insured's temporary workers or volunteer workers; d. costs to acquire, repair or replace real or personal property; e. the Named Insured's loss of business income; f. expenses incurred by or on behalf of the Named Insured to hire a public adjuster or appraiser or any other claim adjustment expenses incurred by the Named Insured; and I Form No:CNA75504XX (03-2015) Policy No: Policy Page: 27 of 32 Policy Effective Date: j Underwriting Company: The Continental Insurance Company, 151 N Franklin St, CI1icago, IL 60606 Policy Page: i I °Copyright CNA All Rights Reserved. kv CNA Paramount Excess and Umbrella Liability i . Poplwy g. expenses incurred by or on behalf of the Named Insured due to bodily injury, property damage, or personal and advertising injury. Leased worker means a person leased to the Named Insured by a labor leasing firm under an agreement between the Named Insured and such labor leasing firm, to perform duties related to the conduct of the Named Insured's business. Leased worker does not include a temporary worker. Loading or unloading means the handling of property: A. after it is moved from the place where it is accepted for movement into or onto an aircraft, watercraft or auto; B. while it is in or on an aircraft, watercraft or auto; or C. while it is being moved from an aircraft, watercraft or auto to the place where it is finally delivered. However, loading or unloading does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the aircraft, watercraft or auto. Mobile equipment means any of the following types of land vehicles, including any attached machinery or equipment: A. bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; B. vehicles maintained for use solely on or next to premises the Named Insured owns or rents; C. vehicles that travel on crawler treads; D. vehicles, whether self-propelled or not, maintained primarily to provide mobility to permanently mounted: 1. power cranes, shovels, loaders, diggers or drills; or 2, road construction or resurfacing equipment such as graders, scrapers or rollers; E. vehicles not described in A., B., C. or D. above that are not self-propelled and are maintained primarily to provide mobility to permanently attached equipment of the following types: 1. air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment; or 2. cherry pickers and similar devices used to raise or lower workers; and F. vehicles not described in A., B., C. or D. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment are not mobile equipment but will be considered autos: 1. equipment designed primarily for: a. snow removal; b. road maintenance, but not construction or resurfacing; or c. street cleaning; 2. cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and 3. air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. However, mobile equipment does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are Form No:CNA75504XX(03.2015) Policy No: Policy Page: 28 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability N Pct considered autos. Darned Insured means the persons or organizations named as such in the Declarations of this Policy. Nuclear facility means: A. any nuclear reactor; B. any equipment or device designed or used for: 1. separating the isotopes of uranium or plutonium; 2. processing or utilizing spent fuel; or 3. handling, processing or packaging nuclear waste; C. any equipment or device used for the processing, fabricating or alloying of special nuclear material if at any time the total amount of such material in the custody of any Insured at the pfernises where such equipment is located consists of or contains more than: 1. 25 grams of plutonium or uranium 233 or any combination thereof; or 2. 250 grams of uranium 235; and D. any structure, basin, excavation, premises or place prepared or used for the storage or disposal of nuclear waste; and includes the site on which any of the foregoing is located, all operations conducted on such site and all premises used for such operations. Nuclear material means source material, special nuclear material, or by-product material as these terms are defined in the Atomic Energy Act of 1954 or in any law amendatory -thereof. Nuclear reactor means an apparatus designed or used to sustain nuclear fission in a self-supporting chain reaction or to contain a critical mass of fissionable material. Nuclear Waste means waste material: A containing by-product material other than the tailings or waste produced by the extraction or concentration of uranium or thorium from ore processed primarily for its source material (as defined in the Atomic Energy Act of 1954 or in any law amendatory thereof) content; and B. resulting from the operation by any person or organization, of a nuclear facility included within paragraphs A. and S. of the definition of nuclear facility. Occurrence means an accident, including continuous or repeated exposure to substantially the same general harmful conditions. Other insurance means any; A. valid and collectible policy of insurance; B. self insurance; or C. indemnity agreement by which an Insured arranges for funding or transferring its liabilities that provides coverage that this Policy also provides. Other insurance does not include underlying insurance or any policy that was bought specifically to apply in excess of the limits of insurance shown in the Declarations of this Policy. Other organic pathogens means any organic irritant or contaminant other than fungi, including but not limited to bacteria, microbes and viruses (whether or not a microorganism), that cause infection and disease. Other organic pathogens includes any spores, mycotoxins, odors, variants, mutations, or any other substances, products, or byproducts produced by, released by, or arising out of the current or past presence of such E Form No:CNA75504XX(03-2015) Policy NO: Policy Page: 29 of 32 Policy Effective Date: i Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: i I I Copyright CNA All Rights Reserved. ' CNA Paramount Excess and Umbrella Liability Pohcy pathogens, and any colony or group of the foregoing. However, other organic pathogens does not mean pathogens that were transmitted directly from person to person. Permanent disability means permanent physical inability, or mental inability due to a permanent physical inability, of the key employee to perform the normal duties of the applicable position for which the individual qualifies as a key employee. Personal and advertising injury means injury, including consequential bodily injury, arising out of one or more of the following offenses: A. false arrest, detention or imprisonment; B. malicious prosecution or abuse of process; C. wrongful eviction from, wrongful entry into, or the invasion of the right of private occupancy of a room, dwelling or premises that a person occupies committed by or on behalf of its owner, landlord or lessor; D. oral or written publication, in any manner, of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; E. oral or written publication, in any manner, of material that violates a person's right of privacy; F. the use of another's advertising idea In the Named Insured's advertisement; or G. infringing upon another's copyright, trade dress or slogan in the Named Insured's advertisement. Policy period means the time from 12.01 A.M. on the effective date of this Policy as set forth in the Declarations of this Policy to the earlier of 12.01 A.M. of the expiration, termination or cancellation date of this Policy. Pollutants mean any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes medical waste and materials to be recycled, reconditioned or reclaimed. Products-completed operations hazard means bodily injury or property damage occurring away from premises the Named Insured owns or rents and arising out of your product or your work except: A. products that are still in the Named Insured's physical possession; or B. work that has not yet been completed or abandoned. However, your work will be deemed completed at the earliest of the following times: 1. when all of the work called for in the Named Insured's contract has been completed; 2, when all of the work to be done at the job site has been completed if the Named Insured's contract calls for work at more than one job site; or 3. when that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. However, products-completed operations hazard does not include bodily injury or property damage arising out of: A. the transportation of property, unless bodily injury or property damage arises out of a condition in or on a vehicle not owned or operated by the Named Insured, and that condition was created by the loading or unloading of that vehicle by any Insured; B. the existence of tools, uninstalled equipment or abandoned or unused materials; or Form No:CNA75504XX (03-2015) Policy No: Policy Page: 30 of 32 Policy Effective Date: i Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability CNANslk, C. products or operations for which the underlying insurer states that products-completed operations are subject to the General Aggregate Limit. Property damage means: A. physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or B. loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the incident that caused it. However, electronic data is not tangible property. Retained amount means the self insured retention as set forth on the Declarations of this Policy or the amount payable by other insurance, whichever is greater. Silica means the chemical compound silicon dioxide (Si02) in any form, including dust which contains silicon dioxide. Spouse means any husband, wife or partner in a marriage or civil union or any person qualifying as a domestic partner under any federal, state or local laws or under the Named Insured's employee benefit plans or employee benefits program. Sub limit means a limit that is lower than the underlying limits. Suit means a civil proceeding in which damages because of injury or damage to which this insurance applies are alleged, including: A. an arbitration proceeding alleging such damages; or B. any other alternative dispute resolution proceeding in which such damages are claimed and to which the Insured submits with the Insurer's consent. Temporary worker means a worker who is furnished to the Named Insured to substitute for a permanent employee on leave or to meet seasonal or short-term workload conditions. Underlying insurance means policies of insurance listed in the Schedule of Underlying Insurance including renewal or replacement of such insurance which is neither more restrictive nor more broad than that listed in the aforementioned Schedule of Underlying Insurance. Underlying insurer means the insurer providing the underlying insurance, It does not include any insurer whose policies were purchased specifically to be in excess of this policy. Underlying limits means the limits of insurance as set forth in the Schedule of Underlying Insurance. Volunteer worker means a person who is not an employee and who donates his or her work and acts at the direction of or within the scope of duties determined by the Named Insured and is not paid a fee, salary or other compensation by the Named Insured or anyone else for their work performed for the Insured, Your product means: A. means: 1. any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: a. the Named Insured; b. others trading under the Named Insured's name; or c. a person or organization whose business or assets the Named Insured has acquired; and 2. containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. Form No:CNA75504XX(03-2015) Policy No: Policy Page: 31 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CMACNA Paramount Excess and Umbrella Liability rA k.-, B. includes: 1. warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of your product; and 2. The providing of or failure to provide warnings or instructions. C. does not include vending machines or other property rented to or located for the use of others but not sold. Your work: A. means: 1. work or operations performed by the Named Insured or on its behalf; and 2. materials, parts or equipment furnished in connection with such work or operations. B. Includes: 1. warranties or representations made with respect to the fitness, quality, durability, performance or use of your Work, and 2. the providing of or failure to provide warnings or instructions. IN WITNESS WHEREOF, the Insurer has caused this Policy to be signed by the Insurer's Chairman and Secretary, but this Policy shall not be binding upon the Insurer unless completed by the attachment of the Declarations of this Policy and signed by the Insurer's duly authorized representative if required. _ f �� ���✓' 1�' { .va t Chairman of the Board Secretary Form No:CNA75504XX (03-2015) Policy No:CUE 6076286796 Policy Page: 32 of 32 Policy Effective Date:03/04/2019 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 43 of 51 °Copyright CNA All Rights Reserved. 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 ............................................................. 1-8 1-06 Control of Material ......................................................... 1-14 1-07 Legal Relations and Responsibilities to the Public ................ 1-17 1-08 Prosecution and Progress ................................................ 1-23 1-09 Measurement and Payment ............................................. 1-28 1-10 Temporary Traffic Control ............................................... 1-30 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions ............................ 2-1 2-03 Roadway Excavation and Embankment.............................. 2-2 2-06 Subgrade Preparation ..................................................... 2-2 2-07 Watering ...................................................................... 2-3 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing.......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt ............................................................. 5-1 DIVISION 6 STRUCTURES... ...................................................... 6-1 6-5 Piling. ..................................................................... 6-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-00 Creek Bypass ................................................................ 7-1 7-04 Storm Sewers ............................................................... 7-3 7-05 Manholes, Inlets, Catch Basins, and Drywells ..................... 7-4 7-07 Cleaning Existing Drainage Structures. .............................. 7-6 7-08 General Pipe Installation Requirements ............................. 7-10 7-10 Fish Exclusion... ............................................................. 7-13 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, Project Number: 24-3012 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ....................... 8-1 8-02 Roadside Restoration...................................................... 8-5 8-11 Guardrail ...................................................................... 8-11 8-12 Chain Link Fence and Wire Fence...................................... 8-11 8-28 Pothole Utilities ............................................................. 8-12 8-30 Project Signs................................................................. 8-13 8-33 Tree Removal for Construction Improvements .................... 8-14 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates ................................................................... 9-1 9-14 Erosion Control and Roadside Planting............................... 9-2 KENT STANDARD PLANS ....................................................................... A-1 TRAFFIC CONTROL PLANS .................................................................... A-2 MUTCD .......................................................................................... A-3 WSDOT STANDARD PLANS.............................................................. A-4 WSDOT FISH EXCLUSION PROTOCOLS AND STANDARDS ............... A-5 CONSTRUCTION NOISE, VIBRATION, AND SETTLEMENT MONITORING AND CONTROL.......................................................... A-6 PROJECT PERMITS.......................................................................... A-7 GEOTECHNICAL REPORT ................................................................ A-8 PHOTOS- PEDESTRIAN BRIDGES AND CULVERT ............................. A-9 CATALOG SHEETS....... .................................................................... A-10 PREVAILING WAGE RATES.............................................................. A-11 SEDIMENT CORE SAMPLING REPORT.............................................. A-12 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, Project Number: 24-3012 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2024 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 1 April 30, 2024 Project Number: 24-3012 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 2 April 30, 2024 Project Number: 24-3012 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a ' Bid Proposal" for the advertised project by downloading at no charge at https://www.kentwa.gov/pay-and-apply/bids-procurement-rfps; 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 BYADDING 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 3 April 30, 2024 Project Number: 24-3012 Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official 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: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 4 April 30, 2024 Project Number: 24-3012 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 5 April 30, 2024 Project Number: 24-3012 proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 6 April 30, 2024 Project Number: 24-3012 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 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. The city has secured rights to use an site for staging, stockpile, and decanting of excavated materials. The site is a vacant, undeveloped site near the address of 411 and 416 McMillan Street, Kent WA 98030. Any contractor activity on the site shall be accomplished in such a manner such that the site shall be restored to a condition good or better than it was immediately before use. Appropriate stormwater BMPs, including but not limited to, protective liner, waddles and silt fencing, if the proposed decanting location is used, shall be implemented to minimize erosion and sedimentation impacts to the site. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 7 April 30, 2024 Project Number: 24-3012 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 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 8 April 30, 2024 Project Number: 24-3012 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. DIVISION I IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or Nimonument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 9 April 30, 2024 Project Number: 24-3012 construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.8(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(3) Bridge, Structure and Retaining Wall Surveys The City will provide: 1. Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 10 April 30, 2024 Project Number: 24-3012 The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure. For all structural work other then what the City will provide, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1. Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 11 April 30, 2024 Project Number: 24-3012 Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) III umination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 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 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 12 April 30, 2024 Project Number: 24-3012 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 202-24 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 13 April 30, 2024 Project Number: 24-3012 Details of known projects are as follows: 2024 Water Main Improvements 2024 Pavement Preservation SECTION 1-05 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 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 BYADDING 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, 113, 1C, etc.). Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 14 April 30, 2024 Project Number: 24-3012 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. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 15 April 30, 2024 Project Number: 24-3012 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. 1-06.7(4) Proposed Equivalents Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 16 April 30, 2024 Project Number: 24-3012 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 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: SEPA Determination East Smith Street to East James Street Little Property Kent Memorial Park (KMP) Reach Hydraulic Project Approval East Smith Street to East James Street Little Property Kent Memorial Park (KMP) Reach Construction Stormwater General Permit (in pregFeW REFZ (City Flood Zone Permit) (In Progress) SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 17 April 30, 2024 Project Number: 24-3012 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) SHALL BE DELETED AND REPLACED WITH THE FOLLOWING: 1-07.9(3) Apprentices 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. 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 18 April 30, 2024 Project Number: 24-3012 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). 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). Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 19 April 30, 2024 Project Number: 24-3012 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 When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH; 1-07.17 Utilities and Similar Facilities Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 20 April 30, 2024 Project Number: 24-3012 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. Along Kennebeck Ave North, construction activities may impact utility services for residents including garbage, recycle, and yard waste pickup, in addition to temporary disruptions to overhead electrical power and telecommunication services. The Contractor may need to supply temporary electrical power generators to keep power to residents. The Contractor shall coordinate their work activities to minimize impacts to residents. The Contractor shall coordinate timing, scheduling, and notification of work activities with the Engineer. SECTION 1-07.17IS 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 21 April 30, 2024 Project Number: 24-3012 Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Lumen Comcast Nathan MacLeod Brenda Carl berg 253-999-2933 253-583-6283 Brenda Fields@comcast.com Nathan.MacleodOlumen.com Puget Sound Energy Gas and King County WTD: Energy Mark Lampard Katie Dierick 206-477-5414 253-268-6331 Katie.DierickOpse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BYADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall perform the following: 1. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 2. The Contractor shall notify the Engineer, in writing, a minimum of 14 days prior to beginning a lane closure that requires a detour. 3. The Contractor shall furnish and install PCMS boards to provide advance notification of any lane closures seven (7) calendar days prior to the closure. Sign locations, and messages, shall be coordinated with the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 22 April 30, 2024 Project Number: 24-3012 4. Contractor shall maintain a minimum four-foot-wide ADA compliant accessible pedestrian facility during construction or, with prior approval of the Engineer, establish a pedestrian detour. 5. Unless otherwise noted, driveways shall remain open at all times. Contractor shall coordinate their work schedule with the property owners to determine the best time to partially close driveway access to perform their work. 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. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error, or discrepancy that the Contractor discovers. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 23 April 30, 2024 Project Number: 24-3012 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. Construction schedule 6. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 7. Traffic Control Plan (TCP) for approval. 8. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 24 April 30, 2024 Project Number: 24-3012 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. Work approximately station 47+00 through 52+00 shall take place from Friday through Sunday to minimize impacts to businesses, unless otherwise noted or identified by the Engineer. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. Work at the 1008 Central Ave North (Parcel 1322049131, from station 47+00 to 51+00 in the plans) business shall only occur during non-business hours on Monday through Thursday, and all-day Friday through Sunday. This is to minimize disruptions to driveways and customers. The Contractor shall coordinate timing, scheduling, and notification of work activities with the Engineer. Work at the 1014 Central Ave North (Parcel 1322049095, from Station 51+00 to 51+50 in the plans) business shall only occur on weekends non-businesses hours to minimize disruptions to driveways and customers, unless otherwise allowed. The Contractor shall coordinate timing, scheduling, and notification of work activities with the Engineer. Steel sheets shall be installed ahead of the creek channel work along Kennebeck Avenue North. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 25 April 30, 2024 Project Number: 24-3012 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(6) 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. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING; Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 26 April 30, 2024 Project Number: 24-3012 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 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Notice to Proceed, Prosecution and Hours of Work Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost taxpayers undue sums of money, adding time needed for administration, Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 27 April 30, 2024 Project Number: 24-3012 engineering, inspection, and supervision. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD = 0.15*C / T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract Work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 28 April 30, 2024 Project Number: 24-3012 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 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. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 29 April 30, 2024 Project Number: 24-3012 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, Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 30 April 30, 2024 Project Number: 24-3012 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 payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS" per day shall be full pay for all costs for furnishing one PCMS, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1- Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 31 April 30, 2024 Project Number: 24-3012 10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 1 - 32 April 30, 2024 Project Number: 24-3012 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 100 LF x 10/8 = 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert, and existing flapgate as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 2 - 1 April 30, 2024 Project Number: 24-3012 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5-foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 2 - 2 April 30, 2024 Project Number: 24-3012 2-07 WATERING SECTION 2-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.1 Description This Work consists of furnishing, hauling, and applying water for compacting embankments, constructing Subgrade, placing of crushed surfacing, dust control, TESC, and as the Engineer requires. SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. SECTION 2-07.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.5 Payment The unit contract price per hour for "Watering - Dust Control" shall be complete compensation for all labor, equipment, supplies, tools and materials to haul, deliver and distribute water on the construction site as required to meet compaction, control dust, clean entrances or as directed by the Engineer for other work. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 2 - 3 April 30, 2024 Project Number: 24-3012 DIVISION 4 - BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer shall be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(13)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 4 - 1 April 30, 2024 Project Number: 24-3012 In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. 4-04.3(13)B Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 4 - 2 April 30, 2024 Project Number: 24-3012 Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. 4-04.3(13)C Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line shall not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. 4-04.3(13)D Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe shall be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). 4-04.4 Measurement Crushed surfacing top course for foundation and gravel backfill for pipe zone bedding, road course and gravel shoulder shall be measured by the ton, including haul. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 4 - 3 April 30, 2024 Project Number: 24-3012 The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway, pipe zone bedding, guardrail shoulder, roadway shoulder or driveway remedial work or patching as requested by the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 4 - 4 April 30, 2024 Project Number: 24-3012 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING; 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 1 April 30, 2024 Project Number: 24-3012 materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 2 April 30, 2024 Project Number: 24-3012 • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Basis for Contracting Contracting Agency Acceptance of HMA Agency Approval of Materials Testing for Mixture Mix Design for Evaluation of the Mix [see Section Placement on QPL Design 5-04.3 9 Statistical Evaluation WSDOT Standard The Contracting Agency will Practice QC-8 test the mix design materials for compliance with Sections 9-03.8 2 and 9-03.8 6 . Visual Evaluation Review of Form 350-042 The Contracting Agency may for compliance with elect to test the mix design Sections 9-03.8(2) and materials, or evaluate in 9-03.8(6) accordance with WSDOT Standard Practice QC-8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12-month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (IMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12-month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 3 April 30, 2024 Project Number: 24-3012 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 4 April 30, 2024 Project Number: 24-3012 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55-F 45-F 0.10 to 0.20 45-F 35-F More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 5 April 30, 2024 Project Number: 24-3012 time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder - Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment - An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. Thisdevice shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 6 April 30, 2024 Project Number: 24-3012 variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials - The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field-testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA - The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 7 April 30, 2024 Project Number: 24-3012 will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 8 April 30, 2024 Project Number: 24-3012 Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA or planed material from the site. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one-part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 9 April 30, 2024 Project Number: 24-3012 operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 251F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 10 April 30, 2024 Project Number: 24-3012 temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class 3/4" and HMA Class '/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/s" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one IMF is being utilized to produce HMA, the material produced for each IMF shall be placed by separate spreading and Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 11 April 30, 2024 Project Number: 24-3012 compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial IMF for the class of HMA. The Contractor may request a change in the IMF. Any adjustments to the IMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances - The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved IMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 12 April 30, 2024 Project Number: 24-3012 a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1", 3/4", 1/2", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments - An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates -2 percent for the aggregate passing the 11/2", 1", 3/4", 1/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation - Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 13 April 30, 2024 Project Number: 24-3012 production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the IMF that is approved, the material produced after the change will be evaluated on the basis of the new IMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the IMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 14 April 30, 2024 Project Number: 24-3012 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "'f" All aggregate passing: 11/2", 1", 3/4", 1/2", 3/8" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 15 April 30, 2024 Project Number: 24-3012 sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 16 April 30, 2024 Project Number: 24-3012 Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 17 April 30, 2024 Project Number: 24-3012 provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 18 April 30, 2024 Project Number: 24-3012 Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 19 April 30, 2024 Project Number: 24-3012 Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 20 April 30, 2024 Project Number: 24-3012 from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PH for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 21 April 30, 2024 Project Number: 24-3012 longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 41-1:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 22 April 30, 2024 Project Number: 24-3012 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become dueto the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planing plan must be approved by the Engineer and a pre-planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the plans. The finished product shall be a prepared surface acceptable for receiving an HMA overlay. All excess material will be placed and spread at the identified area along East Temperance Street as identified in the Plans. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 23 April 30, 2024 Project Number: 24-3012 Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface shall be slightly grooved or roughened and shall be free from gouges, deep grooves, ridges, or other imperfections. The Contractor shall repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Where planing existing pavement is specified in the Contract, the Contractor shall plane in such a manner that the remaining pavement is free from irregularities and ready for paving. Planings generated are to be used to as subgrade material and placed as shown in the plans. Planings used as subgrade material to level the existing roadway, shall be compacted and finished according to Section 2-06 Subgrade Preparation. Remaining planings and other debris resulting from the planing operation shall spread per plan along East Temperance Street. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. The finished product must be a prepared surface acceptable for receiving an HMA overlay. After planing is complete and the roadway open to traffic, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 24 April 30, 2024 Project Number: 24-3012 See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition, the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 25 April 30, 2024 Project Number: 24-3012 The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 26 April 30, 2024 Project Number: 24-3012 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. C. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving - additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 27 April 30, 2024 Project Number: 24-3012 proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. C. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.3(17) Pavement Reinforcement The Contractor shall install the asphalt interlay fabric at the locations and to the dimensions shown on the Plans and as directed by the Engineer. The interlay fabric shall be placed on existing asphalt or concrete pavement to be overlaid with HMA mix specified in the contract. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 28 April 30, 2024 Project Number: 24-3012 CONSTRUCTION REQUIREMENTS All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, dust, dirt or other objectionable materials from the pavement. Application equipment shall consist of suitable brooms, distributor, and laydown machine as required. The distributor shall have a capacity of not less than 1,000 gallons and shall be so designed, equipped, maintained and operated that asphalt material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with extensions, pressure pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one to be installed permanently in the tank to indicate temperature of the asphalt at all times. The power for operating the pressure pump shall be supplied by an independent power unit which will develop a minimum of 25 pounds per square inch pressure at the spray bar. The laydown machine shall consist of a small tractor with attachment for the fabric installation. Bucket loaders or backhoes are not permitted for installation. The Contractor shall not begin application of the interlay fabric until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the interlay fabric are either on hand or readily available. MATERIALS The approved products are: 1. TenCate Mirafi MPM30 (PGM-30) 2. Tensar GlasPave 25 3. Roadmat RM35 The material properties of the asphalt interlay fabric shall conform to all design and nominal performance standards of TenCate Mirafi MPM30 (PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed below in Table 2.01. Submittals shall include independent confirmation of the material properties. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 29 April 30, 2024 Project Number: 24-3012 Table 2.01 - Physical Properties of the asphalt interlay fabric Property ASTM Test Units Min. Avg. Method Roll Value Tensile Strength @ 00 200 Tensile Strength @ 900 D5035 Ibs/in 200 Tensile Elongation % < 5.0 Melting Point (glass) D276 I IF (IC 1 4500 (2320) Asphalt Retention D6140 al/yd2 0.10 Mass per Unit Area D5261 oz/yd2 4.0 STORAGE The paving interlayer rolls shall be labeled, with a durable label indicating manufacturer, product name or style number, roll and lot number, and roll dimensions shall be attached to each roll. The paving interlayer rolls shall be delivered and handled in a manner to prevent damage and shall be inspected for defects and damage prior to use. The paving interlayer shall be stored in a dry covered condition, free from dust, dirt, off the ground, flat to prevent bowing, protected from precipitation, ultraviolet radiation, strong chemicals, sparks and flames, temperatures in excess 71 °C (160 IF) and other environmental condition that could cause damage. WEATHER AND MOISTURE LIMITATIONS Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 50°F. The pavement shall be surface-dry at the time of the application of the asphalt. SURFACE PREPARATION All areas of base failure shall be removed and replaced to acceptable industry standards for the specific traffic loads and condition of the project. Pre-Leveling, if necessary, shall be done prior to placing paving interlayer. The pavement surface shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and loose material shall be removed from the pavement surface with compressed air. Existing cracks shall be filled as specified elsewhere under "Crack Sealing." In an overlay or milled surface application, repair all failed pavement areas prior to installation of the paving interlayer. Fill all cracks 1/4" or greater with approved material. Immediately prior to placement of paving interlayer, the pavement surface shall be dry, cleaned of anything that would interfere with adhesion, for e.g., vegetation, moss, dirt, gravel or water. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 30 April 30, 2024 Project Number: 24-3012 A leveling or "scratch" course is recommended when road surface is not acceptable and shall be of proper gradation and sufficient thickness to achieve a smooth, level surface with no gaps greater than 1/4" depth and width or be acceptable to the project engineer. A finish grind may be used as an alternative to an asphalt leveling course being placed, when you can achieve the final surface texture has no cracks, gaps or vertical angles greater the 1/4" depth and width or be acceptable to the project engineer. In all cases the surface must be clean and dry and the application rate of the Hot PG grade asphalt binder shall be increased to insure complete interlayer saturation and bonding. INSTALLATION A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder. Asphalt Emulsion is NOT acceptable for placing paving interlayer due to time delay for it to break and the difficulty in insuring quality as installed. B. Asphalt Binder 1. A hot asphalt binder shall be applied to saturate the paving interlayer (min. to be the asphalt retention rate) plus amount needed to bond to existing surface and the new overlay. The asphalt binder to be used shall be PG58H -22 (PG64 -22) or higher. Sustained ambient temperatures (above 900) may require a stiffer binder gradation like PG58V -22 (PG70 -22) or higher to improve set time and reduce risk of fabric pick-up under construction traffic. 2. The hot asphalt binder shall be applied per the paving interlayer manufacturer or as directed by the Engineer. For TenCate Mirafi MPM30 the hot asphalt binder shall be applied at a rate of 0.10 Gal/SY on a new HMA leveling surface. On an old smooth surface or a clean fine milled surface apply hot asphalt binder shall be applied at a rate of 0.12 Gal/SY. For Tensar GlasPave 25 the hot asphalt binder shall be applied at a rate of 0.15 Gal/SY on a new pavement surface, 0.17 Gal/SY on an aged oxidized surface, and a rate of 0.2 Gal/SY on a milled surface. 3. Spray application shall extend four (4) inches wider than width of paving interlayer on lap side. Hot asphalt binder application shall be wide enough to cover the entire width of engineered paving mat material overlaps. The hot asphalt binder shall be applied only as far in advance of the engineered paving mat material installation as is appropriate to ensure a tacky surface at the time of the engineered paving mat material placement. Traffic shall not be allowed on the hot asphalt binder. 4. The hot asphalt binder shall be applied by a distributor truck in a smooth uniform manner at as low a temperature as is possible to achieve the right application rate, depending on Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 31 April 30, 2024 Project Number: 24-3012 ambient and road surface temperatures and type of PG asphalt binder used. Temperature of the hot asphalt binder shall be sufficiently high enough to permit uniform spray pattern and shall be between 3500 F and 4000 F. The air temperature shall be 500 F and rising for placement of the hot asphalt binder coat. C. The paving interlayer shall be installed with equipment in good working order that is capable of installing the fabric without wrinkles or manually as needed and recommended by manufacturer. 1. Initial alignment of the interlay fabric is very important, since the fabric direction cannot be changed appreciably without causing wrinkles. If the alignment of the interlay fabric must be changed, the fabric shall be cut and realigned, overlapping the previous material and proceeding as before. 2. If manual lay-down methods are used, the paving fabric shall be unrolled, aligned, and placed in increments of approximately thirty (30) feet or as project engineer suggest. 3. The material shall be placed flat and wrinkle-free. The paving interlayer installation may require hand brooming as necessary to eliminate ripples that may occur during installation. 4. Brooming or squeegee of paving interlayer is required to insure adequate adhesion into the hot asphalt binder before the hot asphalt binder has cooled and lost tackiness. If the interlayer wrinkles more than 1" height during installation, the wrinkle shall be cut and lapped in the direction of paving. In these repaired areas, additional hot asphalt binder shall be applied as needed to achieve a sound bond to the substrate. Damaged engineered paving mat shall be removed and replaced, per the manufacturer's recommendations, at the contractor's expense with the same type of material. 5. To ease installations around curves, the paving fabric can be placed in shortened lengths by mechanical equipment or by hand. 6. Paving interlayer shall be lapped two (2) to four (4) inches longitudinally and two (2) to four (4) inches transversely. Transverse laps shall be in the direction of the asphalt concrete overlay placement insuring hot asphalt binder is placed under the overlap. The interlay fabric shall be neatly cut and contoured at all joints. 7. Excess hot asphalt binder that bleeds through the engineered paving mat under normal construction traffic shall be countered by broadcasting clean sand or hot mix to create a bond break between the excess hot asphalt binder and the Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 32 April 30, 2024 Project Number: 24-3012 construction equipment tires. Excess blotting sand shall be removed from the interlayer prior to placing the HMA overlay. No other material, such as asphalt release agents or diesel, shall be used for this purpose. 8. No traffic, except necessary construction traffic or emergency vehicles, shall be driven on the engineered paving mat, unless approved by the engineer. If traffic on the interlayer is approved by the engineer, clean sand shall be lightly broadcasted over the engineered paving mat interlayer, and any loose sand shall be removed prior to paving. 9. Turning of construction equipment and other vehicles shall be gradual and kept to a minimum to avoid damage to the paving interlayer. Caution: Parking on the installed paving fabric prior to final overlay for extended periods could cause damage to the interlayer. 10. Placement of the first lift of the HMA overlay shall closely follow placement of the engineered paving mat. All areas in which the engineered paving mat has been placed shall be paved during the same day, unless approved otherwise by the engineer. In the event of rainfall on the engineered paving mat prior to the placement of the first HMA overlay lift, the engineered paving mat shall be allowed to dry before the HMA is placed. The compacted thickness of the first lift of the HMA overlay on the engineered paving mat shall not be less than 1.5 inches, and the temperature of the mix at placement shall not exceed the engineered paving mat melting point temperature. Where the total HMA overlay thickness is less than 1.5 inches, engineered paving mat shall not be placed. NOTE: Minimum lift thickness should be at least 3 times the nominal maximum aggregate size to ensure aggregate can align themselves during compaction to achieve required density and also to ensure mix is impermeable. 11. Paving interlayer should never be installed when it or the pavement surface is wet. 12. The Contractor shall not place more interlay fabric on the roadway than can be overlaid the same day with Hot Mix Asphalt. No fabric, except that which is required for normal lapped joints, shall be exposed to traffic. 13. In the event of breakdown of the paving operation, the interlay fabric which has not been overlaid shall be dusted with sand to break the tackiness of the sealant so traffic does not pick up the fabric. The application rate shall uniformly dust the roadway as approved by the Engineer. More than one application of sand may be required. Before placing the asphalt concrete, the fabric surface shall be broomed to remove the excess sand as directed by the Engineer. The sand shall meet the graduation requirements of the Section Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 33 April 30, 2024 Project Number: 24-3012 9-03.1(2)B of the WSDOT Standard Specifications. WORKMANSHIP AND QUALITY CONTROL A Technical Representative for the manufacturer of the paving interlayer shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the interlay fabric and HMA overlay. The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the interlay fabric satisfactorily. The installing contractor shall give sufficient notice of planned work schedule such that proper inspection of workmanship is accomplished. 1. Daily, the Contractor shall certify that interlayer was installed per plans and specifications and confirm, by weight tickets and measuring asphalt used, that the hot asphalt binder usage equates to the specified amount for proper interlayer saturation and bonding. 2. Hot asphalt binder application rate shall not be reduced without the Engineer's approval. 3. Certification of compliance from the binder supplier shall be provided for each load of hot asphalt binder delivered to the jobsite, showing the type and quality of material delivered. 4. The Contractor shall provide satisfactory confirmation to the Engineer, for each Street Section, showing the total quantity of asphalt binder installed, at the proper application rate as published by the manufacturer. 5-04.4 Measurement Asphalt Interlay Fabric will be measured by the square yard of asphalt surface area, which is satisfactorily covered, sealed and accepted. PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Asphalt Interlay Fabric, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 34 April 30, 2024 Project Number: 24-3012 Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, compacted, and shaped regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). The unit contract price per square yards shall also include all costs incurred to stockpile or transport, shape and compare of the bituminous pavement as specified on the plans along East Temperance Street and Kennebeck Avenue North or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. "HMA Cl. 1/2" PG 58V-22", per ton. The unit contract price per ton for the above items shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 35 April 30, 2024 Project Number: 24-3012 No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. The unit contract price per ton for "Hot Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of HMA used for temporary patching of pavement at the locations as specified herein and as directed by the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 5 - 36 April 30, 2024 Project Number: 24-3012 DIVISION 6 - STRUCTURES 6-05 PILING SECTION 6-05.1 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.1 Description This work shall consist of furnishing and driving sheet piles of the type and dimensions designated in the Plans including cutting off and corner sections when required. Piling shall conform to and be installed in accordance with Section 6-05 and these specifications, and to the location, elevation, penetration shown on the Plans or as directed by the Engineer. Piles shall be installed to the grades shown on the project drawings. Final grades shall be adjusted such that a minimum of 4 inches of cover over the top of piles is present. Contractor shall plan for possible long lead times for steel sheet procurement in order to meet the project completion schedule. Steel sheet installation is not subject to in-channel work window requirements as outlined in the HPA permit in the Appendix. Steel sheets shall be installed ahead of the creek channel work along Kennebeck Avenue North. Contractor will need to coordinate work with PSE, Comcast and Lumen as there are existing utilities along Kennebeck Avenue North. There are overhead PSE power and Comcast cable utilities serving two residences along Kennebeck Ave N. Additionally, there is Lumen fiber buried in a concrete encased duct bank along Kennebeck Ave North, adjacent to the proposed alignment of the steel sheet piles. These utilities have been identified in the Project Plans. The project geotechnical investigation report is provided in the Index of these special provisions. Submittals The following shall be submitted to the City for approval: Proposed Layout and Sequence of Operations: Proposed layout and sequence shall include excavating to allow for sheetpile installation to design grade, potholing or otherwise positively identifying the location of adjacent utilities, adjustment of layout as required, installation of sheetpile, and backfilling to finished grade. Steel Sheet Piling Shop Drawings: Shop drawings for steel sheet piling, including fabricated sections, and miscellaneous steel, shall show complete piling dimensions and details, driving sequence and location of installed piling. Shop drawings shall include details of the method for handling piling to prevent permanent deflection, distortion or damage to piling interlocks. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 6 - 1 April 30, 2024 Project Number: 24-3012 Shop drawings shall also show complete details for the fabrication, erection, and installation of all miscellaneous steel including special fabricated piles and connections. SECTION 6-05.2 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.2 Materials Sheet Pile Sheet pile shall be: AZ-14-770 Minimum section = 25.2 inA3 per ft. ASTM 572 grade 50 Minimum Thickness = 0.375 inch. Construction Requirements Layout The initial sheet pile wall layout shall be based on the alignment provided in the project plans. Prior to installation of any sheet piles, the adjacent duct bank shall be potholed or otherwise exposed to confirm the minimum offset can be achieved. The alignment will be adjusted at the direction of the Engineer to maintain the minimum offset. The duct back shall be exposed at least 50 feet in advance of the sheet pile installation to allow for adjustments. Potholing or exposing the duct bank for sheet pile work is included in sheet pile installation. The contractor shall notify Lumen a minimum two weeks ahead of duct bank exposure work to allow Lumen to field observe construction operations. Min tip elevation. Sheet pile shall be installed to the minimum tip elevation below the existing ground shown on the plans. If the minimum tip elevation cannot be achieved with vibratory hammer, the Engineer shall be notified to provide direction on how to proceed. Piling Driving Equipment The Contractor shall supply all equipment for driving piles, extracting piles and removing or shifting sheet pile obstructions. Pile driving equipment shall be either variable moment vibratory hammer or hydraulic press type. Impact hammers will not be allowed. The Contractor shall supply a chisel beam for dealing with obstructions. This will be considered part of the Contractors standard equipment to perform the work. Procurement or mobilization of the chisel beam will not be considered for payment. Obstructions An obstruction shall be defined as any object, such as but not limited to, boulders, logs, old foundations, etc., whose presence was not obvious or specifically noted on the Drawings and that cannot be driven Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 6 - 2 April 30, 2024 Project Number: 24-3012 through or around with normal driving procedures, but requires additional excavation or other procedures to remove or miss the obstruction. When an obstruction is encountered, the Contractor shall notify the Engineer and upon concurrence of the Engineer, the Contractor shall begin working to break up, push aside, or remove the obstruction. The obstruction shall be removed, broken up, pushed aside, or penetrated with a chisel beam unless otherwise directed by the Engineer. If the Contractor demonstrates to the Engineer that removal of the obstruction is impractical, the Contractor shall make modifications to the sheet piling construction specified in the Contract Plans as directed by the Engineer. Modifications to the sheet piling construction include, but are not limited to changes to the wall alignment and sheet pile elevations. When an obstruction is encountered, the Contractor shall notify the Engineer for concurrence and documentation. The Contractor shall spend a minimum of one hour attempting to break up or remove the object before it will be considered an obstruction. The one-hour time period will begin after the Engineer is notified and agrees. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the labor, equipment, materials, and other resources utilized. Measurement for effort for dealing with obstructions will begin after the one-hour period and will end once the Contractor resumes typical sheet piles installation (i.e. once the chisel beam is put down and hammer set back on the sheet piles). The payment amount will be determined based on the agreed to cost items using the rate and markup methods specified in the WSDOT Standard Specifications Section 1-09.6. Contractor shall spend a minimum of one hour attempting to break up or remove the object before it will be considered an obstruction. Engineer shall be the sole judge of whether an obstruction has been encountered. Cutting Off and Splicing Pilings driven to refusal or to the point where additional penetration cannot be attained and are extending above the required top elevation shall be cut off to the required elevation, as directed by the Engineer. The tops of pilings excessively battered during driving shall be trimmed when directed at no cost to the City. Piling cutoffs shall become the property of the Contractor and shall be removed from the site. All cutting shall be done in a neat and skillful manner. A straight edge shall be used in cuts made by burning to avoid abrupt nicks. Driving Equipment: Complete descriptions of driving equipment, including qualifications of equipment operators, shall be submitted prior to commencement of work. Product Data: Manufacturer's literature available from suppliers that demonstrates compliance with applicable specifications. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 6 - 3 April 30, 2024 Project Number: 24-3012 Materials Test Certificates and Test Reports: Test reports and certificates of compliance that show that the materials to be provided are in compliance with the applicable specifications. Materials test certificates and test reports shall be submitted for each shipment of steel sheet piling and identified with specific lots prior to installing piling. Identification data shall include piling type, heat analysis number, chemical composition, mechanical properties, section properties, heat number, and the steel manufacturer's name and mill identification mark. Testing of sheet piling for mechanical properties shall be performed after the completion of all rolling and forming operations. Material test reports shall meet the requirements of ASTM A6. Installation Records: A complete and accurate record of each sheet pile driven shall be submitted within 3 days of completion of pile driving operations. The record shall indicate the pile location (as driven), date driven, size, driven length, embedded length, final elevations of tip and top, pile weight, blows required for each foot of penetration throughout the entire length of the pile and for the final 6 inches of penetration, and the total driving time. When vibratory hammers are used, the driving records shall include pile penetration rate data in feet of installation per minute. The record shall also include the type and size of equipment used and the rate of operation. SECTION 6-05.4 IS SUPPLEMENTED WITH THE FOLLOWING; 6-05.4 Measurement "Furnish and Drive Sheet Piling" will be measured by the square foot area of sheet pile installed. The measurement will extend from the top cut off elevation to the actual lower tip elevation installed, multiplied by the horizontal length measured along the face. For the purpose of providing a common proposal for all Bidders, the City has entered an amount for the item "Sheet Piling - Removing Obstructions or Construction Modifications" in the Bid Proposal to become part of the total bid. "Sheet Piling - Removing Obstructions or Construction Modifications". Per force account will be made for the costs associated with objection removal(s) or construction modifications. SECTION 6-05.5 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.5 Payment The unit price per square foot for "Furnish and Drive Sheet Piling" shall be full payment to furnish type AZ-14-770 sheets , as identified in the appendix and plans and deliver all material, mobilize all equipment, drive, prebore, cutoff, sealant and all other items necessary for a complete wall system. Included in the contract unit price shall be all cost for coatings, excavation, and potholing or exposing the duct bank. No additional payment will be made for adjustments to the alignment that are consistent with standard sheet pile tolerances. Adjustments to the alignment that require adapters or modification to standard sheet piles will be made per force account for the costs associated with additional labor or materials. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 6 - 4 April 30, 2024 Project Number: 24-3012 When pilings are pulled and found to be damaged, no payment will be made for the initial furnishing and driving or for the pulling of such pilings. Pilings replacing damaged pilings will be paid for at the applicable unit prices. Payment for "Sheet Piling - Removing Obstructions or Construction Modifications', per force account will be made for the costs associated with dealing with the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the labor, equipment, materials, and other resources utilized. The payment amount will be determined based on the agreed to cost items using the rate and markup methods specified in the WSDOT Standard Specifications Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the City has entered an amount for the item "Sheet Piling - Removing Obstructions or Construction Modifications" in the Bid Proposal to become part of the total bid. Payment for work for "Sheet Piling - Unexpected Existing Utilities", per force account will be based on the costs associated with dealing with the unexpected existing utilities. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the labor, equipment, materials, and other resources utilized. The payment amount will be determined based on the agreed to cost items using the rate and markup methods specified in the WSDOT Standard Specifications Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the City has entered an amount for the item "Sheet Piling - Unexpected Existing Utilities" in the Bid Proposal to become part of the total bid. The lump sum contract price for "Monitoring and Testing" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to perform the monitoring and testing as described in Appendix A-6. Included is everything described under the Construction Monitoring Program, Construction Noise and Vibration Control, Settlement Monitoring and Sheet Pile Installation Test Program. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 6 - 5 April 30, 2024 Project Number: 24-3012 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS SECTION 7-00 IS ADDED BY ADDING THE FOLLOWING 7-00 CREEK BYPASS 7-00.1 Requirements for Supplemental Creek Bypass Systems The following requirements apply to all bypass systems related to creek sediment removal, for in channel and through culvert alignments. 7-00.2 Temporary Creek Bypass This work consists of diverting 100% of the streamflow in Mill Creek to create a dry working area in the creek channel and the James Street culvert to construct the various components of the project. The Temporary Creek Bypass shall be designed to bypass a minimum of 3 cfs and shall be installed as soon as all BMPs are in place and approved by the Engineer. The contractor will have flexibility to develop a stream diversion plan that differs from that set forth in the Plans. Bypass systems shall be established that limit the potential entry of fish into the diverted area (i.e., use of fish screens or seine nets as shown in Plans). The stream diversion systems and plan shall be approved by the Engineer prior to initiation. If temporary cofferdams are proposed to be used then they shall be installed perpendicular to the channel and of sufficient height to maximize detention, without causing water to flow over the ditch banks. The temporary diversion dam shall be removed carefully to assure that sediment will not exceed water quality standards. The City requires contractor use of structural cofferdams such as ecology blocks, jersey barriers, sheet pile or sheet steel (without backfill), water-filled tubes or bladders, and hay bales. Sandbags and gravel filled bags shall not be allowed. Any material which is quantified by the Army Corps of Engineers as a discharge of dredge or fill material is not permitted for channel work. Fish rescue within diverted reaches is required prior to establishment of bypasses per section 7-10.3(1) of these special provisions. The Contractor is responsible for fish rescue. Any pump systems shall have adequate fish screen to prevent damage to fish per the provisions of project permits, the anticipated permit provisions has been attached, issued permit provisions will be made available upon issuance. The contractor shall prepare and submit a detailed, integrated Stream Diversion and Surface/Groundwater Control Plan that meets these and WDFW requirements for fish exclusion and other requirements in these specifications. This Plan shall be submitted for City review at least 2 weeks prior to initiating work requiring stream diversion. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 1 April 30, 2024 Project Number: 24-3012 During all phases of the bypass installation, operations, and decommissioning, the Contractor shall maintain flows downstream of the project site. The minimum flow rates are provided for the Contractor's convenience, it is the Contractor's responsibility to verify all open channel, pipes and pumps, where applicable, are appropriately sized to ensure the stream flows will be sufficiently bypassed. If the Contractor finds that the bypass pipe or pump(s) is undersized, the Contractor shall notify the Engineer immediately. The Contractor shall monitor the weather reports and if precipitation in excess of the capacity of the bypass system is forecast within 24 hours, the Contractor shall initiate the Contingency System described below. For the Contingency System, the Contractor shall provide open channel, pumps, generators, hoses, and personnel as backup to the stream bypass system in the event the bypass becomes non-operational during construction. Pumps shall be continuously monitored at night and during non-working hours in the event of a power failure as described in 8-31.3(1). Any emergency bypass pump intake shall be screened in order to protect juvenile fish. The Contractor shall inspect and remove any debris accumulated on the face of the screen during the inspections described. All in-water work for Mill Creek shall take place within the mandated freshwater fish window as determined by the Washington Department of Fish and Wildlife, which is from June 16 to September 15, 2024 (reference HPA in appendix for specific dates). 7-00.5 Payment Payment for bypassing and supplemental creek bypass pumping shall be per force account. The unit bid price per lump sum for "Temporary Creek Bypass" constitutes complete compensation for all labor, materials, tools and equipment necessary to construct, and install the temporary bypass structure, including cofferdam structure. This item also includes preparation of Stream Diversion and Surface/Groundwater Control Plan, emergency bypass pump needs and the removal of the bypass system and full restoration of the bypass location to original condition as approved of by the Engineer. The unit contract price per force account for "Supplemental Creek Bypass Pumping" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to provide and maintain the supplemental creek bypass pumping system and removal. The purpose of this supplemental creek bypass pumping bid item is to maintain summer creek flows, and unexpected high stormwater flows Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 2 April 30, 2024 Project Number: 24-3012 conditions due to unseasonable rainfall events. This structure shall work in tandem with the Temporary Creek Bypass structure and limit impediment to the natural flow of the Creek. The unit contract price per force account for "Dewatering System" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to provide and maintain the dewatering pumping system and removal. If the dewatering pumps are not used or installed, no payment shall be made to the Contractor. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING; 7-04.2 Materials All pipe utilized on this project shall be Ductile Iron Pipe Class 50 (Unlined) as specified in Section 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible for flushing the existing drainage system prior to replacing with the new system. The Contractor is responsible to ensure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Ductile Iron Class 50 Storm Sewer Pipe, 12 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, rigid couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 3 April 30, 2024 Project Number: 24-3012 testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit bid price per each for "Furnish and Install TF-1 Tideflex Check Valve" shall constitute complete compensation for all labor, materials, tools and equipment necessary to furnish and install the flap gate as shown on the plans and appendix. The check valve shall be a TideFlex model TF-1 Slip-on flat bottom check valve for DI pipe OD with SS mounting clamps to fit onto a 12 inch ductile iron storm pipe or Engineer approved equal. Unit price shall include all extra hardware, collars or adapters required to mount the gate to the end of the pipe. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-05.3 Construction Requirements SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor fails to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 4 April 30, 2024 Project Number: 24-3012 On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. Unless otherwise shown on the plans, the asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. Unless otherwise shown on the plans, on the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Adjust Existing Manhole Cover to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Adjust Existing Communications Vault Lid to Finished Grade" The unit contract price per each for the above item constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 5 April 30, 2024 Project Number: 24-3012 excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, coordination with utility company. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Adjust Water Valve Cover to Finished Grade" The unit contract price per each for the above item constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, coordination with utility company. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-07 CLEANING EXISTING DRAINAGE STRUCTURES SECTION 7-07 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-07.1 Description 7-07.1(A) General Works includes removing, decanting, soils testing, disposal, handling, transporting, and off-site disposal of material that will be encountered during the work. All material removed from within the creek channel and drainage system shall be transported offsite to an approved and permitted disposal facility. The contractor shall be responsible for determining the suitability of waste acceptance of the approved offsite disposal location. Reference specification appendix for Sediment Core Sampling Report, dated April 9, 2021. The Contractor shall perform collection and disposal of soil/solids and water and decant liquid and other tasks in this Section at the direction of the Engineer, in accordance with the applicable local, state, and federal statutes, regulations, standards, and requirements including, but not limited to State Model Toxics Control Act (MTCA), Chapter 70.95 Revised Code of Washington (RCW), Washington Administrative Code (WAC) Chapter 173-350, Washington Department of Labor and Industry (L&I), and the accepted Material Handling (MH) Plan, as required. This section includes the requirements for preparation of the MH Plan. 7-07.(B) Submittals The Contractor shall submit a Material Handling (MH) Plan to the Engineer for review and acceptance within ten (10) calendar days after Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 6 April 30, 2024 Project Number: 24-3012 Notice to Proceed. No work shall be performed in the culverts and/or ditches with the exception of soils testing, until the acceptance of the Plan by the Engineer. The Contractor shall allow ten (10) calendar days for the Engineer's review. No adjustments for time or money will be made if re-submittals of MH plan are required due to deficiencies. The MH Plan shall include, at a minimum: 1. Schedule of activities. 2. Identify permitted disposal station for disposal from City identified permitted disposal stations in Section 7-07.2(A)1 of the KSP, and/or request for alternate permitted disposal station per Section 7-07.2(A)2 of the KSP for disposal, and/or request permitting a currently non-permitted solids and decant liquid site for disposal per Section 7-07.2(A)3 of the KSP. 3. Methods and procedures for soil removal and equipment to be used. 4. Identification of licensed transporters and disposal facilities; contact information for the same. 5. Proposed haul routes. 6. Decontamination procedures. 7. Spill prevention and cleanup procedures. 8. Storm Water management. 9. Procedures for documenting and reporting any new finds and/or release of contaminants, to the Engineer. Submit closeout documentation to the Engineer as it becomes available including, but not limited to logs, weight tickets, waste profile, etc. 7-07.3(B) Disposal Sites and Requirements The Contractor shall dispose of all soil/solids and decant liquids at a City identified permitted disposal station or request for approval of an alternate as noted in 2 and 3 below. Contractor is responsible for adequate site(s) selection for disposal. Unavailability of any selected site(s) shall not be regarded as a changed condition and shall not excuse delay. 1. The City has identified permitted disposal stations for this project as follows: PRS Group, Inc. 3003 Taylor Way Tacoma, WA 98421 253-383-4175 King Geunty Renten Decant Facility 155 MenFee Ave. SE Renter, PYA 98056 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 7 April 30, 2024 Project Number: 24-3012 Waste Management Alaska Street Reload Facility 70 S. Alaska St, Seattle, WA 98134 206-763-5025 2. The Contractor may request an alternate permitted disposal station for disposal in writing which includes company name, address, phone number, company providing certified scale tickets and contact person for City to verify. No payment will be made for additional costs, delay and/or disruption of work due to this request. 3. The Contractor may request permitting a currently non-permitted disposal station site in writing which includes the following: A. Disposal site for soil/solids and decant liquids including address and vicinity map. B. Permits required for work and copy of permit or schedule of obtaining permit. C. Methodolgy for project including but not limited to staging, laying of a liner, stockpiling, testing, measuring and disposal. This shall include location of activity and/or company providing certified test results meeting which standards for sampling and testing and certified scale tickets in accordance with Section 1-09.2 of the standard specifications. No payment will be made for additional costs, delay, and/or disruption of work due to this request. 7-07.3(C) Excavation In the event of inadvertent discharge of dredged or fill material (greater than incidental fallback), the contractor shall contact the Engineer and immediately halt work until approval to continue has been received. All culverts and channel that require cleaning are identified in the Plans and Specifications. No jetting or flushing of the culverts or channel shall be allowed. The Contractor shall implement all necessary best management practices and measures to meet the conditions of Section 1- 07.5. In addition, excavation activities will be limited to excavator, backhoe, clamshell, and/or lidded bucket. All excavation will be limited to scooping methods. All material to be excavated would be immediately placed into trucks or into upland areas for decanting. Material shall be fully decanted prior to transport to an approval disposal facility. Excavated material placed in upland areas will not be allowed to reenter a water of the US. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 8 April 30, 2024 Project Number: 24-3012 In the event of inadvertent discharge of dredged or fill material (greater than incidental fallback), the contractor shall contact the Engineer and immediately halt work until approval to continue has been received. If temporary cofferdams are proposed to be used then they shall be installed perpendicular to the channel and of sufficient height to maximize detention, without causing water to flow over the ditch banks. The temporary diversion dam shall be removed carefully to assure that sediment will not exceed water quality standards. The City will require contractor use of structural cofferdams such as ecology blocks, jersey barriers, sheet pile or sheet steel (without backfill), water-filled tubes or bladders, and hay bales. Sandbags and gravel filled bags shall not be allowed. Any material which is quantified by the Army Corps of Engineers as a discharge of dredge or fill material is not permitted for channel work. The Contractor shall take necessary precautions to avoid damage to existing features, their appurtenances, or utilities that may be affected by the work. The Contractor shall coordinate with the Engineer to locate underground utilities prior to the start of construction. Any damage to existing site features and utilities not designated for removal or alteration shall be repaired by the Contractor at no additional cost to the City. Hand excavation as noted in the plans. 7-07.3(D) Material Staging The city has secured rights to use an optional site for staging, stockpile, and decanting of excavated materials. The site is a vacant, undeveloped site near the address of 411 and 416 McMillan Street, Kent WA 98030. Any contractor activity on the site shall be accomplished in such a manner such that the site shall be restored to a condition good or better than it was immediately before use. Appropriate stormwater BMPs including but not limited to, protective liner, waddles and silt fencing, if the proposed decanting location is used, shall be implemented to minimize erosion and sedimentation impacts to the site. 7-07.3(E) Transportation and Disposal Wet soils shall be decanted and spread to allow to dry a minimum 24- hours or as determined by the engineer, before soils are hauled off site for disposal. Load material for off-site disposal. Transportation of material for off-site disposal shall be in accordance with Department of Transportation (DOT) and other federal, state, and local regulations, requirements, and standards. Provide a copy of the transporter's state license to the Engineer. Dispose of tested soil/solids and liquids in a permitted disposal station. The Contractor shall coordinate all activities Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 9 April 30, 2024 Project Number: 24-3012 with the disposal station in compliance with applicable regulations, standards, and requirements. Provide a copy of the disposal station waste profile or acceptance letter to the Engineer. 7-07.4 Measurement Measurement for the soil/solids and in-channel plant removal and disposal shall be per ton of soil/solids disposed off-site as measured by the certified scale at the receiving disposal station. No payment for over-excavation this will be confirmed via provided channel bottom. An original of the scale tickets shall be furnished to the Engineer. No payment will be made for disposal of stormwater or creek water. If material is not dumped at a disposal station, the Contractor shall pay for and provide certified scale tickets to the Engineer in accordance with Section 1-09.2 of the Standard Specifications. 7-07.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "Removal and Disposal of Sediment Refuse and Vegetation" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to clean the creek channel and culvert crossings as shown on the plans and described in the specifications. The decant liner is incidental to this bid item if City-identified site is used. This work includes but shall not be limited to: extracting solids, removal of plant material, hand excavation as directed, loading, transporting, soils testing, and disposing of the soil/solids and in-channel plants to a permitted disposal station or requested alternate disposal station. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 10 April 30, 2024 Project Number: 24-3012 procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ...............................5-04.2 Culvert Pipe ....................................7-02.2 Storm Sewers .................................7-04.2 Manholes, Inlets and Catch Basins......7-05.2 Crushed Surfacing............................9-03.9(3) 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 11 April 30, 2024 Project Number: 24-3012 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 12 April 30, 2024 Project Number: 24-3012 cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-10 FISH EXCLUSION 7-10.1 Description The work described in this section outlines Fish Exclusion in the bypassing of Mill creek to create a dry working area. 7-10.3(1) Construction Requirements Prior to installation of bypass structures and sediment removal, the portion of the stream channel within the work area of the diversion structure and portion of the reservoir in the work area of the cofferdam shall be electro-shocked to remove fish from the work area. Any fish captured within the work area will be released downstream of the work area. At the start of work the electro-shocking will be conducted three times to ensure a high level of removal of fish from the work area. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 13 April 30, 2024 Project Number: 24-3012 Electro-shocking will be required after any event where stream flow overtops bypass measures. This work will be required if the stream has flowing water in it during the work period. It is possible the stream will be dry at the time of construction, rendering this Provision unnecessary. Should the stream be flowing, this work requires temporary re-routing of the stream flow as outlined in Section 7-00.2. Fish within the isolated work area shall be collected, removed from the work area, and moved downstream using methods approved by the City and under the supervision of a City Environmental Staff. The Contractor shall employ WSDOT Fish Exclusion Protocols and Standards (WDFW, 2023). The Protocols and Standards document has been included in the specifications as an Appendix. The contractor shall include the details of the fish exclusion plan in the Stream Diversion and Surface/Groundwater Control Plan described in 7- 00.2. This work shall be performed as directed by the Engineer and in accordance with all permit provisions. Materials to complete the bid item are at the discretion of the contractor as long as the construction requirements are met. A record of the fish captured and relocated will be shared with the Engineer at the completion of each fish exclusion effort. 7-10.4 Measurement No specific unit of measurement shall apply to the lump sum item of Fish Exclusion. 7-10.5 Payment Payment for "Fish Exclusion" lump sum, shall be full payment for all labor, equipment, and supplies employed in the exclusion of fish from the work area per the WSDOT/WDFW standards and protocols. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 7 - 14 April 30, 2024 Project Number: 24-3012 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 ................................... 9-14.3 Fertilizer.............................. 9-14.4 Mulch and Amendments ......... 9-14.5 Tackifier .............................. 9-14.5(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. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 1 April 30, 2024 Project Number: 24-3012 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 3. City of Kent 2017 Surface Water Design Manual Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 2 April 30, 2024 Project Number: 24-3012 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. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 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 SECTIONS; 8-01.3(17) Vehicle Maintenance and Storage Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 3 April 30, 2024 Project Number: 24-3012 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. 8-01.3(18) Curb gutter and sidewalk protection Protection of the curb gutter along James Street through the installation of a temporary asphalt wedge. Wedge to be removed at the completion of the project. Planter strip and concrete sidewalk to be protected steel sheets. Any damage within the protected area will be the Contractor's responsibility to repair. Section 8-01.5 (1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(1) Lump Sum Bid for Project (No Unit Items) The lump sum Contract price for "Curb gutter and sidewalk protection" shall be full pay to perform the Work as described in Section 8-01. Acquisition and installation of protection as well as all removal and restoration shall be incidental to the bid item. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. Areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 4 April 30, 2024 Project Number: 24-3012 The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS REPLACED 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 5 April 30, 2024 Project Number: 24-3012 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. 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 ............ 9-14.2(1), (2), (3) Seed...................................................... 9-14.3 Fertilizer................................................. 9-14.4 Mulch and Amendments............................ 9-14.5 Erosion Control Devices ............................ 9-14.6 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(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.3(7) Layout of Planting, Lawn and Seeding Areas 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)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8)C Pruning, Staking, Guying, and Wrapping Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 6 April 30, 2024 Project Number: 24-3012 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. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-02.3(9)A Dates for Application of Seed 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 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)13 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. 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. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 7 April 30, 2024 Project Number: 24-3012 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, shall 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 9-14.3 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. 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(11)A and 9-14.5. 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 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 8 April 30, 2024 Project Number: 24-3012 meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D 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. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)E Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11)A Mulch for Seeding Areas Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 9 April 30, 2024 Project Number: 24-3012 Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the 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 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)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 B-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. High visibility fence to be installed around the dripline of each protected tree. 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. 4. Trees that are to be protected but are in conflict with the project will be evaluated by a City arborist. As least 24-hour workweek notice shall be given to the Engineer to coordinate this. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 10 April 30, 2024 Project Number: 24-3012 8-11 Guardrail SECTION 8-11.3(1) IS SUPPLEMENTED WITH THE FOLLOWING; Type 1 guardrail shall be installed at a guardrail height of 31" measured from the top of the rail to the finished shoulder surface. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring temporary fences or permanent barricades as specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Type III barricade shall per measured per each barricade installed. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-12.5 Payment "Temporary Fencing," per linear foot. The unit contract price for "Fixed (Permanent) Type III Barricade" per each will be full pay for performing the work specified, including when required, furnishing, and installing barricades in the locations identified on the plans per Kent Standard Plans 6-71a. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING; 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 2401" Street Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 11 April 30, 2024 Project Number: 24-3012 (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. Potholing of the Lumen ductbank along Kennebeck Avenue is included in "Furnish and Drive Sheet Piling" under section 6-05 Potholing of the Lumen ductbank from Sta 30+00 to 46+00 is included in "Removal and Disposal of Sediment, Refuse and Vegetation" under section 7-07. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work in native soils will be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 12 April 30, 2024 Project Number: 24-3012 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. SECTION 8-30 IS REMOVED AND REPLACED IN IT'S ENTIRITY WITH THE FOLLOWING SECTION: 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of fabrication of the project signs; furnishing and installing all posts, braces, and hardware and installation and maintenance of the project sign(s) (based on the project sign proof in the Appendix). Upon completion of the project the contractor shall remove and dispose of the project sign(s). 8-30.2 Materials Signs shall be 4 feet high by 8 feet wide, half inch plywood or laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir or approved equal. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design or installed outside of the roadway clear zone as approved by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 13 April 30, 2024 Project Number: 24-3012 Project sign(s) will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs, as determined by the Engineer, shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials for fabrication, installation and maintenance of project sign(s) for the life of the project and removal and disposal upon project completion. Failure to adequately maintain sign(s) shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. 8-33 TREE REMOVAL FOR CONSTRUCTION IMPROVEMENTS SECTION 8-33 IS ADDED BY ADDING THE FOLLOWING: 8-33.1 Description This work shall consist of cutting of trees and removal of trunks as identified on the plans. Trunks will be removed in a manner to not disrupt the stream bank and stumps will be left in place. Stumps above the ground surface elevation will be grinded down flush to adjacent surfaces. 8-33.3 Construction Requirements The Contractor shall: 1. Fell trees only within the area to be cleared. 2. Close-cut parallel to the slope of the ground all stumps to be left in the cleared area outside the slope stakes. 3. The contractor shall cut and transport trees to an approved off-site location. 4. All stumps will be grubbed and disposed of by the Contractor off-site. Contractor shall avoid disturbing any overhead utilities encountered. 5. Leave standing any trees or native growth indicated by the Engineer. Trim all trees to be left standing to the height specified by the Engineer, neatly cutting all limbs close to the tree trunk. 6. Thin clumps of native growth as the Engineer may direct. 7. Protect, by fencing if necessary, all trees or native growth from any damage caused by construction operations S. No ground disturbance is allowed during tree removal. Tree removal to include reaching over the creek to remove trees on the opposite bank. Access is as shown on the plans Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 14 April 30, 2024 Project Number: 24-3012 No ground disturbance is allowed during tree removal. Additionally, to minimize disruptions to the Mill Creek Middle school, tree removal work between the school and Kennebeck Ave N shall take place from June 24, 2024, and August 16, 2024 to not impact school activities before the start of the academic calendar year. 8-33.4 Measurement "Remove Existing Large Trees - Greater than 12 in. in Diameter" shall be measured per each. Trees are defined as 12" or larger DBH (diameter breast height, defined as 4' -0" above ground) with the exception of trees identified for protection. "Remove Existing Trees - Between 12 in. and 4 in. in Diameter" shall be measured per each. Trees are defined as trees between 12" and 4" DBH (diameter breast height, defined as 4' -0" above ground) with the exception of trees identified for protection. Smaller diameter plants less than 4" DBH requiring removal shall be considered incidental to the "Removal and Disposal of Sediment, Refuse and Vegetation" bid item. 8-33.5 Payment The Contractor shall include all cost associated with the above referenced in the unit contract price for the following bid items as required: The unit contract price for "Remove Existing Large Trees - Greater than 12 in. in Diameter" per each shall be full pay for all labor, materials, tools and equipment necessary for but not limited to, cutting, grinding, hauling trunk from site, and cleanup as shown on the plans and described in the specifications. Disposal of trunks shall be incidental to the bid item. The unit contract price for "Remove Existing Trees - Between 12 in. and 4 in. in Diameter" per each shall be full pay for all labor, materials, tools and equipment necessary for but not limited to, cutting, grinding, hauling trunk from site, and cleanup as shown on the plans and described in the specifications. Disposal of trunks shall incidental to the bid item. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 8 - 15 April 30, 2024 Project Number: 24-3012 DIVISION 9 - MATERIALS 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 9 - 1 April 30, 2024 Project Number: 24-3012 Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 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 A (Roadside and Erosion Control Grass): Weight Seed Mix"A" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated 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). Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 9 - 2 April 30, 2024 Project Number: 24-3012 Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous...... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen............21% (Analyzed as N) Available phosphorous .............0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade 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. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl 9 - 3 April 30, 2024 Project Number: 24-3012 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-2 Temporary Water Supply Connections SEWER 4-13 Adjustment of New and Existing Utility Structures to Finish Grade Street 6-71a Roadway Barricades 6-82a Sign Post Installation Type A Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-1 April 30, 2024 Project Number: 24-3012 REDUCED PRESSURE BACKFLOW ASSEMBLY AND METER 18" Sx z SEE NOTE 3 6' MIN. SUPPLY HOSE �'_ 0 VAjAAjAAjAAjAAj ro V/vAy A/�A,AA �Ai�A EXISTING WATER I BLOW-OFF SIZE CHART MAIN TEMPORARY TEST BLOCKING MAIN SIZE BLOW OFF SIZE 11 6"- 6"18" CONTRACTOR PROVIDED MECHANICAL JOINT PLUG WITH M 2" CLEANING CUBES TEMPORARY CONTROL VALVE(TYP.) TAP OR BETTER WITH THRUST BLOCKING WITHOUT HYDRANT CONNECTION SEE NOTE 3--\\ REDUCED PRESSURE BACKFLOW ASSEMBLY AND METER r18 Sx z MIN. SUPPLY HOSE oM EXISTING CONTRACTOR PROVIDED FORMULA FOR ESTIMATING WATER TEMPORARY CONTROL VALVE RATE OF DISCHARGE MAIN Q_2.83 dz Sx CLEANING CUBES WHERE: h _O __DISCHARGE IN GALLONS Q PER MINUTE JL__J __INSIDE DIAMETER OF TEMPORARY / NEW WATER MAIN d DISCHARGE PIPE TEST BLOCKING VA/VA/VA/VA/� CONTRACTOR PROVIDED d,Sx,Sy=MEASURED IN INCHES ,A�VA�VA��A, TEMPORARY CAP OR PLUG TEMPORARY CONTROL VALVE NOTES: APPLIES TO PIPES UP TO AND WITH HYDRANT CONNECTION INCLUDING 8"(200 mm) DIAMETER 1. THE USER SHALL PROVIDE TEMPORARY CONTROL GATE VALVES BETWEEN THE METER AND DISCHARGE POINT(S). L. REDUCED PRESSURE BACKFLOW ASSEMBLY AND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT METER SHALL BE SUPPORTED A MINIMUM OF t� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 6"ABOVE GROUND AND ATTACHED BY A �j��REr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2 Y2" FIRE HOSE TO FIRE HYDRANT PORT ��OF 'NAS�J THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. OR BLOW-OFF CONNECTION. q Gy , � � CITY OF KENT Z ENGINEERING DEPARTMENT 3. A TEMPORARY MANIFOLD PROVIDED BY �4 400,:��. THE CONTRACTOR MAY BE NECESSARY KENT TEMPORARY WATER SUPPLY TO ACHIEVE MINIMUM FLOW REQ. WASNINOTO" 29 CONNECTIONS BASED ON THE SIZE OF THE NEW MAIN. DESIGNED COK SCALE NONE STANDARD PLAN 4. CONTRACTOR TO PROPERLY TREAT AND �SSIpNAL DRAWN CHECKEDCOK COK DATE 12/2019 DISPOSE OF ALL FLUSH WATER. APPROVED ENGINEER 3-2 MANHOLE MAY 6'DIAMETER SEE NOTE 3 INCLUDE OTHER / UTILITY MANHOLE 8" MIN. HMA PER a KDCS 6.16,OR 8" a EXISTING MIN. DEPTH CONC. A.C. PAVEMENT \ SEE NOTE 5 \ � SECTION A-A SAWCUT LINE, 6' DIAMETER OR 6' DIAMETER 6'SQUARE TYPICAL PLAN VIEW OF MANHOLE (OR CB) IN ASPHALT AREA 8" MIN. HMA PER ° KDCS 6.16,OR 8" EXISTING MIN. DEPTH CONC. ° GRADE VALVE BOX AND LID °° ARE FLUSH WITH EXISTING SEE NOTE 5 a GRADE 8" MIN. HMA PER KDCS MANHOLE OR CATCH BASIN SEE NOTE 3 6.16,OR 8" MIN. DEPTH CONC. OR THICKNESS OF IN UNIMPROVED AREA 11 1 ROADWAY,WHICHEVER IS GREATER FOG TITE VALVE POST MARKER,60# NOTE 4 VALVE BOX,LID AND CONC. SEE NOTE 5 COLLAR SHALL BE FLUSH a WITH EXISTING GRADE 42" a 12" _ 3' VALVE BOX IN ASPHALT AREA <�/� �!%%�!% � 7/� 8" MIN. HMA PER KDCS 6.16,OR 8" MIN. a °° 12" DEPTH CONC. NOTES: ° SEE NOTE 5 1. ADJUSTMENT OF UTILITY STRUCTURES SHALL BE PER KENT OR WSDOT SPECIAL PROVISION SECTION 7-05.3(1),AS DIRECTED BY CITY OF KENT. VALVE BOX IN UNIMPROVED AREA 2. ALL ADJUSTMENTS SHALL BE COMPLETED AFTER FINISHED PAVING. 3. SURFACE SEAL AT MATCHLINE SHALL BE AR-4000. 4. VALVE IN UNIMPROVED AREAS SHALL HAVE A MARKER. 5. FILL ANY VOIDS OR DISTURBED AREAS BELOW CASTING WITH QUICK NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT SETTING CEMENT CONCRETE. NO CALCIUM BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY ACCELERANT PERMITTED. CONCRETE THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON SHALL EXTEND A MIN. OF 2" ABOVE �� d FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON CASTING FLANGE. p� WAgh,T�� REQUEST. N" �a�� CITY OF KENT � `�k' 0 ENGINEERING DEPARTMENT ADJUSTMENT OF NEW AND KENT EXISTING UTILITY STRUCTURES 29 w WASHINGTON TO FINISH GRADE DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN �Ss10NAL CHECKED COK IDATE 12/2019 APPROVED ENGINEER 4-13 450 VARIES TYPE OF \ - SUPPORT 6" VARIES M TYPE I BARRICADE TYPE II BARRICADE SANDBAGS FOR ADDED STABILITY MOVABLE(TEMPORARY) TYPE III BARRICADE TWO SS BOLTS SEE SIGN FOUNDATION BOARDS: PER JOINT DETAIL 6-82a 8"xl"- HIP PRIZ SHEETING ALL HOLES RED ON WHITE ELECTRIC PRE-PUNCHED CUT SHEETING MATERIAL 2"TELESPAR 14 GAUGE POST o N Z 3-1/2"STAINLESS 450 CD STEEL 3/8" BOLT N ASSEMBLY 6" 6" NOTE: a SEE TABLE FOR 1' (TYP•) VARIES 2'MIN. N DIMENSIONS NOT SHOWN. 7 GAUGE GALVANIZED CORNER BOLTS BARRICADE NOTES: 30"2 1/2"x2 1/2" BASE BASE TO POSTS TYPE I II III 8"MIN. 8"MIN. 8"MIN. WIDTH OF RAIL FIXED(PERMANENT) 12"MAX. 12"MAX. 12"MAX. TYPE III BARRICADE LENGTH OF RAIL 2' MIN. 2' MIN. 4'MIN. HEIGHT 3' MIN. 3' MIN. 5'MIN. DEMOUNTABLE LIGHT"A" POST OR STRIPE NOTES: TYPE OF FRAME OR HEAVY"A" FRAME SKIDS FLEXIBILITY MOVABLE PORTABLE MOVABLE OR RED&WHITE I PERMANENT REFLECTORIZED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER SLANT DOWNWARD, RIGHT OR LEFT,IN �� ��� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF DIRECTION TRAFFIC WILL PASS.SLANT /pF WASh' KENT.A COPY MAY BE OBTAINED UPON REQUEST. BOTH DIRECTIONS FROM MIDDLE IF I TRAFFIC PASSES BOTH ENDS. WIDTH 6" $? p�� CITY KENT EXCEPT 4"IF RAILS ARE LESS THAN 3' Z C� ENGINEERINNGG DEPARTMENT LONG. ( • T ROADWAY BARRICADES KEN SLANT DOWNWARD TO MIDDLE AT END \ 29 WASHINGTON SHEET 1 OF 2 OF CLOSED ROAD. LL� DESIGNED coK <7�Y SCALE NONE STANDARD PLAN DRAWN COK -SEE MUTCD SECTION 6F.63 gIONAL CHECKED 70K DATE 7Z2020 ENGINEER 6—71 a APPROVED ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1" SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON WASHERS 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" L0000 TRUE,SEE NOTE 3 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING G CONCRETE FROM ENTERING 6" I THE ANCHOR MMIN. ►I NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B, 7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS, SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN FREELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER WAS� A AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF l KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • SIGN POST INSTALLATION WASHINGTON KENT TYPE A 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK IVAI.I CHECKED COK I DATE 7/2020 6—82 a APPROVED ENGINEER TRAFFIC CONTROL PLANS Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-2 April 30, 2024 Project Number: 24-3012 N C TY OF K EN T o ATCO COMMUNICATIONS SERVICES,LLC Www.atcotelecom.com 360.563.9000 708 First Street Snohomish,WA 98290 NevakLn a1-.tAee� stnes Alderhraok Apartments > Mobile Brothers /_ A" leoma Box Truck Wash z � � 35th PI sa Central Flats Apartments a yg co Z O O O W 00 M Q 6' 411 Driving Kent PHASE 3 & 4 Memorial F a w ~ School of Kent , � m o PHASE 2 ,FrFe' w z g T Y z V W N U) Y Q D a = o _ z c z m = L1J to (n accesso ShoWare Center E Gearge St w H �J e Truck Regal m U Align ow 19 ro z - 9&R w n 167 1 Hillside Church Kent� Ies St W James St IN Jamesm$T F Jaes St an International... fi llamett Dental m a Gedar5l El Shaddai AFH I I I Station ;� a oup-I« t �; Kent .- Kent E3 a O " E Term pe ra nce St z L H rta Mexican ati Market White house apparl W LU L� W Smith St Kent ith St E Smith St g 0p Mill Creek o z HealthPoint Ur•ent care Canyon _ s,s Seattle's Unic z < z iLi Maggie'son Meeker Eart�iwkrks`�=----- Gospel Missia w w o z Q aN Meeker'�t Hong Kong Mar et � � Up w PHASE 1 Ll Ll J Ll W Gowe at �1 E Gowe St We lard Rafiki Restaurant ! m, SCENIC HILL ® 1® Naden Ave and Lounge i m Chinese Alliance C DATE: 1.26.2024 Property' �, cn €wl.0 t c "'tt'+:_s W T. s St �� Ecec(lsl REVIEWED BY: M. LUNA Enterprise Rent-A-Car E Magi WTCS# 013184 x W Saer St 4 `�' DESIGNED BY: E. HERSMAN � �� r� ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: VICINITY MAP NOT TO SCALE 0 NO: 1 OF 6 LEGEND: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, 0 SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ^\ O ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN ( �, z CONE(CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) lv� TYPE III BARRICADE SIGN LEGEND. O ATCO COMMUNICATIONS SERVICES,LLC WORK DETAILS: 72 HR NO PARKING NOTICE: www.atcctelecom.com WORK TRUCK 360.563.9000 CONTRACTOR TO C❑❑RDINATE WITH 708 First Street CHANNEL EXCAVATI❑N ALONG EAST BUSINESS OWNERS 72 HOURS PRI❑R TO WORK ZONE LIMITS ROAD ROAD ROAD SIDE OF KENNEBECK AVE N. START WORK FOR DRIVE THRU AND REAR Snohomish,WA 98290 CLOSED SIDEWALK IPARKING LOT CLOSURE. WORK> < CLOSED LOCAL CLOSED OWE WARNING SIGN AHEAD AHEAD ARROW BOARD (WHERE REQUIRED) MATCH LINE "All SCHOOL DISTRICT: DIRECTION OF TRAFFIC W20-1 W2�-3 K-6664 Rg-g (NOT PAVEMENT MARKINGS) SEE SHEET 3 CONTRACTOR T❑ CONTACT KENT SCHOOL DISTRICT 72 HOURS IN ADVANCE TO KEEP - — GATE ON E McMILLAN ST OPEN FOR WORK ■Tn+ FLAGGER-SPOTTER I 4 TRUCKS EXIT ROUTE TO STATE AVE N. o o z oo CD co w > NO ENTRY OL � c) z �FLAGGER STATION DUMP TRUCKS TO EXIT THRU E McMILLAN ST Q w o m o JW20-3 z w I.0 z o KENT SCHOOL DISTRICT 415 Y z N I wa 4 y I a _ I U = o LUppw V)VI)liI� DRIVE THRU ENTRANCEV (r KENNEBECK AVE N � W (NO POSTED LIMIT - 4 �— IDRIVE THRU EXIT DESIGNATING TO 25 MPH) Z Io �J =� 0 SIDEWALK • � � y O O O O O DM' DiW Ill > �/ 1 KENNEBECK AVE N 0 REE CREE E E CR E REEK REE CREEK o I D <� (25 MPH) O F W20-3 PEDESTRIAN BRIDGE x SIDEWALK SIDEWALK I R9-9 13� U) W20-1 W20-3 N I p_ I o KENNEBECK AVE N m w L_L- `J [W20-1, (25 MPH) o Q X X x blb 4 4 I z 0 0 U LU D- EL li o � I E TEMPERANCE ST (25 MPH) DATE: 1.26.2024 CHANSPACWG(feet) VICE REVIEWED BY: M. LUNA MPH TAPER TANGENT WTCS# 013184 BUFFER AREA 50/70 40 80 SIGN SPACING=X(1) NOTE: 35/45 30 60 DESIGNED BY: E. HERSMAN LONGITUDINAL BUFFER SPACE=B FREEWAY 55/70MPH 1500'± [MON.-FRI.=7:00am TO 4:00pm 25/30 20 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 512-627-6114 POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55MPH 500'± eii.hersman@atcotelecom.com SHOULDER TAPER LENGTH=L/3(feet) / LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS&URBAN ARTERIALS 35 40 MPH 350'± SHOULDER POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET: TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) (feet) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'± (2) � >>—�O 0 f 9,900 TO 22,000 >22,000 8 40 40 60 90 120 130 150 160 170 190 <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED ACCOMMODATE INTERCHANGE RAMPS, 10 40 60 90 90 150 170 190 220 220 240 AT-GRADE INTERSECTIONS AND DRIVEWAYS 100, 123' 172' 74' 100, 150' 1USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. N0: 2 OF 6 LEGEND: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, O SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ^\ O ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN ( �, z CONE(CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) lv� TYPE III BARRICADE SIGN LEGEND. O ATCO COMMUNICATIONS SERVICES,LLC WORK DETAILS: 72 HR NO PARKING NOTICE: www.atcctelecom.com WORK TRUCK 360.563.9000 CONTRACTOR TO C❑❑RDINATE WITH 708 First Street CHANNEL EXCAVATI❑N ALONG EAST BUSINESS OWNERS 72 HOURS PRI❑R TO WORK ZONE LIMITS ROAD ROAD ROAD SIDE OF KENNEBECK AVE N. START WORK FOR DRIVE THRU AND REAR Snohomish,WA 98290 CLOSED SIDEWALK IPARKING LOT CLOSURE. WORK> < CLOSED LOCAL CLOSED OWE WARNING SIGN AHEAD AHEAD ARRBOARD (WHEO E REQUIRED) DIRECTION OF TRAFF C W20-1 W20-3 K-6664 R9-9 (NOT PAVEMENT MARIKINGS) X ■�n" FLAGGER-SPOTTER w20-1 C) z °) SIDEWALK SIDEWALK SIDEWALK N Q Y a SIDEWALK PARKWAY • D/W PARKWAY D/W PARKWAY U STATE AVE N a c� FLAGGER STATION a a C� C� G (NO POSTED LIMIT — ¢ z w o r� DESIGNATING TO 25 MPHi uU Y z N w STATE AVE N PARKWAY PARKWAY W Y Q (NO POSTED LIMIT — PARKWAY D/W 7BARRICADE SIDEWALK SIDEWALK 2 06 SIDEWALK SI F_- � DESIGNATING TO 25 MPH) * � = O 1 LU ~ EXIT ONLY V M � K-6664 ON A TY W FENCE OPTIONAL FLAGGER TO LOCK/UNLOCK 4 GATE UNDER SCHOOL'S PREROGATIVE PARKING L U U SCHOOL DISTRICT: LU CONTRACTOR TO CONTACT KENT SCHOOL o Q DISTRICT 72 HOURS IN ADVANCE TO KEEP z Q DUMP TRUCKS TO EXIT THRU E McMILLAN ST w GATE ON E McMILLAN ST UNLOCKED FOR o 2 q GATE WORK TRUCKS EXIT ROUTE TO STATE AVE w w z N. o o v w O J MATCH LINE "A„ a a J LL SEE SHEET 2) DATE: 1.26.2024 CHANNELIZATION DEVICE SPACING(feet) REVIEWED BY: M. LUNA MPH TAPER TANGENT WTCS# 013184 BUFFER AREA 50/70 40 80 SIGN SPACING=X(1) NOTE: 35/45 30 60 DESIGNED BY: E. HERSMAN LONGITUDINAL BUFFER SPACE=B FREEWAY&EXPRESSWAYS 55/70MPH 1500'± MON.-FRI.=7:00am TO 4:00pm 25/30 20 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 512-627-6114 POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55MPH 500'± eli.hersman@atcotelecom.com MINIMUM SHOULDER TAPER LENGTH=L/3(feet) / LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS&URBAN ARTERIALS 35 40 MPH 350'± SHOULDER POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET: TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) (feet) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'± (2) � >>—�0 O f 9,900 TO 22,000 >22,000 8 40 40 60 90 120 130 150 160 170 190 <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED ACCOMMODATE INTERCHANGE RAMPS, 10 40 60 90 90 150 170 190 220 220 240 AT-GRADE INTERSECTIONS AND DRIVEWAYS 100, 123' 172' 74' 100, 150' USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. N0: 3 OF 6 LEGEND: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, U SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ^\ O ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN ( �, z CONE(CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) lv� TYPE III BARRICADE SIGN LEGEND. O ATCO COMMUNICATIONS SERVICES,LLC WORK DETAILS: SCHOOL DISTRICT: www.otcoteiecom.com WORK TRUCK 360.563.9000 O CHANNEL EXCAVATI❑N ALONG WEST KENT SCHOOL DISTRICT 415 IS NORTH OF 708 First Street WORK ZONE LIMITS I SIDE OF KENNEBECK AVE N, E McMILLAN ST AND WEST OF KENNEBECK Snohomish,WA 98290 ROAD ROAD . AVE N. WORK CLOSED OWE WARNING SIGN AHEAD AHEAD ARROW BOARD 72 HR RESIDENT NOTICE: (WHERE REQUIRED) DIRECTION OF TRAFFIC W20-1 W20-3 W2�-7A AFFECTEDTBY TEMPORARILY Y CONTACT RESIDENCES DIRECTION (NOT PAVEMENT MARKINGS) DRIVEWAYS 72 HOURS IN ADVANCE AND ENCOURAGE THEM TO USE ALLEYWAYS FOR o • INGRESS/EGRESS, oL KENT SCHOOL DISTRICT 415 0 FLAGGER-SPOTTER U o w w a CN CN Z U FLAGGER STATION FLAGGER TO ESCORT RESIDENTIAL TRAFFIC lvll�� I Q �'� m Q o FLAGGER TO ESCORT RESIDENTIAL TRAFFIC ENTERING AND EXITING WORK AREA ENTERING AND EXITING WORK AREA 4 4 Y z N E McMILLAN ST W Y Q (PRIVATE ROAD) � � � cn � b4cn _ 0 M W ~ _ c w M cn W D C EE CR E RE) L_ I EK CREE CREE C EE REE CREEK CREEK CREEK CREEK CREEK RE GRASS GRASS R ASS GRASS GRASS I I O a UPEDESTRIAN � GUARDRAIL BRIDGE " FR' GRA55 G GRASS GRA55 GRA55 GRASS GRA55 W20-3 W20-7A K-6664 1 KENNEBECK AVE N X (25 MPH) I I iii X LU U J L_L 418 424 432 506 514 606 m � p 7 p E; 438 520 612 I Z LLI O Q 2 x GATE TO PRIVATE PROPERTY I I O O U ~ LLI Of Of 44 GRA55 GRASS �hV GNP I I O EL EL LL Lo ALLEYWAY CEDAR ST (ALLEYWAY) GRASS GRASS GRASS b I b 4 14 DATE: 1.26.2024 W F5O ANNELIZATION DEVICE x I I REVIEWED BY: M. LUNA p SPACING(feet) TAPER TANGENT WTCS# 013184 BUFFER AREA 0 40 80 SIGN SPACING=X(1) LONGITUDINAL BUFFER SPACE B NOTE: 35/45 30 60 FREEWAY 55 70 MPH 1500'± DESIGNED BY: E. HERSMAN = / MON.-FRI.=7:00am TO 4:00pm 25/30 20 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 512-627-6114 POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55MPH 500'± eii.hersman@atcotelecom.com SHOULDER TAPER LENGTH=L/3(feet) / LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS&URBAN ARTERIALS 35 40 MPH 350'± SHOULDER POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET: TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) (feet) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'± (2) � >>—�O U f 9,900 TO 22,000 >22,000 8 40 40 60 90 120 130 150 160 170 190 <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED ACCOMMODATE INTERCHANGE RAMPS, 10 40 60 90 90 150 170 190 220 220 240 AT-GRADE INTERSECTIONS AND DRIVEWAYS 100, 123' 172' 74' 100, 150' USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. N0: 4 OF 6 ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) O OPTIONAL SPOTTERS TO ASSIST WITH ATCO COMMUNICADONS SERVICES,LLC WORK DETAILS: 72 HR FIRE LANE NOTICE: INGRESS/EGRESS OF DRIVEWAYS ram►60.563.9000 _com CONTRACTOR TO C❑❑RDINATE WITH CITY 708 First Street CHANNEL EXCAVATI❑N ON SOUTH OF KENT FIRE DEPARTMENT 72 HOURS SIDE OF S 235TH ST, PRI❑R TO START OF WORK FOR FIRE Snohomish,WA 98290 LANE USE, CENTRAL AVE N x (35 MPH) GRASS GRASS W20-"\ PUBLIC ROW GRASS pny SIDEWALK A D/W K SIDEWALK A D/W K SIDEWALK A DOZ K SIDEWALK SIDEWALK SIDEWALK SIDEWALK , MCGIAN o 0 0 0 0 0° o 040� �0-0 -- -10 o-o v., 0-0-8-0--0 Z-0-0 o m a °) SIDEWALK D/W SIDEWALK SIDEWALK D/W O O O >I�EWALK SIDEWALK SIDEWALK -6 — GRASS GRASS W72-1 GRASS � < DO V W20-1 W20-5R W4-2L `R3-5r n W4-3R d ?) N H W20-7A JL /� < U) /r O V Uz 06 \` O O x x x o' OPENING so' PRIVATE PROPERTY Z > a 125' BUFFS 72 PRIVATE PROPERTY NOTICE: < < o° FIRE LANE ��EEw C❑NTRACT❑R TO CONTACT CHANDLER BAY < LEGEND: SIGN LEGEND' FIRE LANE APARTMENTS 72 HOURS IN ADVANCE, AND ALSO ENCOURAGE RESIDENTS TO USE z O O SIGNALIZED INTERSECTION �� 88TH AVE S FOR INGRESS/EGRESS, F- v Z LU CONE(CANDLESTICK) o �— O ROAD RIGHT LANE RIGHT LANE b 72 HR NO PARKING NOTICE: Z TYPE III BARRICADE WORK CLOSED . MUST `AEEw AHEAD AHEAD ; TURN RIGHT CONTRACTOR TO C❑❑RDINATE WITH O BUSINESS OWNERS 72 HOURS PRI❑R TO WORK TRUCK `J o START ❑F WORK FOR PARKING L❑T W20-� �f��u o CLOSURE. WORK ZONE LIMITS W20-5R W4-2L R3-7(R) 'e' °° -d ° U O 'C ° ° o R8-3a WARNING SIGN I 9d 0 0 v PgRk/NG 420-7A LL I o FIRE LANE ILL! W L—L ARROW BOARD �� 0 (WHERE REQUIRED)DIRECTION OF TRAFFIC Z Q ^^// (NOT PAVEMENT ARKINGS) ONLY rf U U O ~ Z ONE LANE, TWO WAY LU 50' TRAFFIC TAPER � � < W20-7A O O U LU OT FLAGGER-SPOTTER W 1 2- W4-3 (R) W20-7A R3-5r R8-3a FIRE LANE /f �� d d O LL 'le cP FLAGGER STATION �I�T�AL w2o-7A 12 DATE: 1.29.2024 CHANNELIZATION DEVICE D o SPACING(feet) QOJ FIRE LANE �dJ REVIEWED BY: M. LUNA MPH TAPER TANGENT WTCS# 013184 BUFFER AREA 50/70 40 80 SIGN SPACING=X(1) NOTE: 35/45 30 60 DESIGNED BY: E. HERSMAN LONGITUDINAL BUFFER SPACE=B FREEWAY&EXPRESSWAYS 55/70MPH 1500'± MON.-FRI.=7:00am TO 4:00pm 25/30 20 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 512-627-6114 POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55 MPH 500'± MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) eli.hersman@atcotelecom.com LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± LANE POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET: TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) (feet) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'± (2) � >>—�0 O f 9,900 TO 22,000 >22,000 10 105 150 205 270 450 500 550 600 650 700 <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED ACCOMMODATE INTERCHANGE RAMPS, 11 115 165 225 295 495 550 605 660 715 770 AT-GRADE INTERSECTIONS AND DRIVEWAYS VEWAYS 100, 123' 172' 74' 100, 150' 12 125 180 245 320 540 600 660 720 780 840 (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. NO: 5 OF 6 ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) O OPTIONAL SPOTTERS TO ASSIST WITH ATCOCOMMUNICADONS SERVICES,LLC WORK DETAILS: 72 HR FIRE LANE NOTICE: INGRESS/EGRESS OF DRIVEWAYS > ►60.563.9000 _com CONTRACTOR TO C❑❑RDINATE WITH CITY 708 First Street O CHANNEL EXCAVATI❑N ON NORTH OF KENT FIRE DEPARTMENT 72 HOURS Snohomish,WA 98290 SIDE OF S 235TH ST. PRI❑R TO START OF WORK FOR FIRE x LANE USE, CENTRAL AVE N (35 MPH) GRASS GRASS w2o-1-\ PUBLIC ROW GRASS p/W N SIDEWALK A D/W SIDEWALI, D/W SIDEWALK A K SIDEWALK SIDEWALK SIDEWALK 37- MEDIAN o o 0 0 0 0° 0 0 0 0 0 0 0-0 0 4 Imo o v° o�8�o �o—o o m d 0) SIDEWALK D/W D/W SIDEWALK SIDEWALK SIDEWALK ° SIDEWALK SIDEWALK SIDEWALK OO 00 \ ` GRASS GRASS W'12-TR]3-5r GRASS � < DO d `W20-1 `W20-5R `W4-2L R3-7(R) WI a ?) N 72 PRIVATE PROPERTY NOTICE:-7A a < �x x x o' OPENINo' PRIVATE PROPERTY Y w N 125' BUFFER CONTRACTOR TO CONTACT CHANDLER BAY z Q Q FIRE LANE APARTMENTS 72 HOURS IN ADVANCE, AND w J LEGEND: SIGN LEGEND R4-7B ° FREE" ALS❑ ENCOURAGE RESIDENTS USE Q 88TH AVE S FOR INGRESS/EGRGR ESS, �a � EY' z O SIGNALIZED INTERSECTION Z U ^/ LU L C_ OCONE(CANDLESTICK) FIRE LANE ONE LANE, TWO WAY 72 H R NO PARKING NOTICE: o ROAD RIGHT LANE RIGHT LANE 50' TRAFFIC TAPER p w 3 CONTRACTOR TO C❑❑RDINATE WITH TYPE III BARRICADE WORK CLOSED . MUST ce�� F9 AHEAD AHEAD ; TURN RIGHT BUSINESS OWNERS 72 HOURS PRIOR TO O �► START OF WORK FOR PARKING LOT WORK TRUCK CLOSURE, U W20-1 �fG�u WORK ZONE LIMITS W20-5R W4-2L R3-7(R) W12-1 9���� -Po U 9 • • ° R8-3a W20-7A WARNING SIGN � dJ p�Rk/H� FIRE LANE � 0 UJ ARROW BOARD KEEP m m I--L- (WHERE REQUIRED) DIRECTION(NOT PAVEMENT MARKINGS) ONLY 10RIGHT �� U O Z � � Q W20-7A O O U LU FLAGGER-SPOTTER W4-3 (R) W20-7A R3-5r R8-3a R4-7B FIRE LANE �/ �d� d d w O P GAUD FLAGGER STATION Q?� W20-7A �� DATE: 1.29.2024 CHANNELIZATION DEVICE 0`� SPACING(feet) �dJ FIRE LANE 9dJ REVIEWED BY: M. LUNA MPH TAPER TANGENT WTCS# 013184 BUFFER AREA 50/70 1 40 80 SIGN SPACING=X(1) NOTE: 35/45 30 60 DESIGNED BY: E. HERSMAN LONGITUDINAL BUFFER SPACE=B FREEWAY&EXPRESSWAYS 55/70MPH 1500'± MON.-FRI.=7:00am TO 4:00pm 25/30 1 20 1 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 512-627-6114 POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55 MPH 500'± MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) eli.hersman@atcotelecom.com LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± LANE POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET: TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) URBAN STREETS 25 MPH OR LESS 100'± (2) (feet) 25 30 35 40 45 50 55 60 65 70 O f 9,900 TO 22,000 >22,000 10 105 150 205 270 450 500 550 600 650 700 <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED ACCOMMODATE INTERCHANGE RAMPS, 1 >>—7 0 11 115 165 225 295 495 550 605 660 715 770 AT-GRADE INTERSECTIONS AND DRIVEWAYS VEWAYS 100, 123' 172' 74' 100, 150' 12 125 180 245 320 540 600 660 720 780 840 (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. NO: 6 OF 6 REQUESTED DATES: ADDRESS: PERMIT: www.statewidess.com WORK HOURS: 535 E James St Kent, WA 98030 Z a a 0 0 3 Temporary movement of bus stop,Transit services v311 to be notified prior to work unoa taking place 200' - pv '�a 0'3� 350'-win350' win 350'----ol 245' 245' E James St �354�0 0'� 350' 350' �0A 0 nx0 GENERAL NOTES a 1. ALL SIGNS AND SPACING SHALE CONFORM TO THE CITY OF SEATTLE TRAFFIC CONTROL MANUAL FOR IN-STREET WORK. 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLE5 SHALL BE PROVIDED AT ALL TIMES, I. ALERT METRO TRANSIT 5 DAYS IN ADVANCE (IF APPLICABLE). 4. PROTECTIVE VEHICLE RECOMMENDED-NAY BE A WORK VEHICL€. S DEVICES SHOULD HOT ENCROACH INTO ADIACENT LANES. 6. ALL SIGNS min. C X 48" BIO UNLESS OTHERWISE SPECIFIED. 1, UANNELIZATION DEVICES ARE 28" REFL,CONES, (see TABLE 1 for spacing distances). 8. ALL SPACING MAY BE ADIUSTED TO ACCOMPODATE AT-GRADE IHTERSECTIOHS ANVOR DRIVEWAYS. mm STATEWIDE LEGEND Traffic Control Plan # 1 Taper Length In Feet CHANNELIZATION DEVICE SPACING SIGN SPACING Job Summary: SAFE TY SY STE MS j ��� M6S.r Mer in Shittin Shoulder Butter MPH TAPER TANGENT „X„ MS 720-343-2335 ... �-« Right Lane 25' 63' 47 155' MPH 65 40 130 N PO/J B# m�� �.«. 245' 123' 82' 250' 60 40 120 45, 500' o@ 4 Location:535 E James St AMERICAN TRAFFIC SAFETY NOT ®ru n,ma„ Liu Closures 55 a0 110 Kent,WA 98030 SERVICES ASSOCIATION ^.w 36050 40 too 40350, `,,1 E rw== ^_« **ALL DEVICES SHALL CONFORMs0o' 300' zoo' 4z5' For: Melissa Dhal RAW 660' 330' 220' 495' 45 ao 90350' Name: Stephen Lincoln A1.lendr°Gnndlo TO CURRENT MUTCD** 720' 360' 240' 570' 40 40 so_,,,,, Date: April22,2021 780' 390' 260' 6a5' 35 �21 FC,'qOo 30 100, S TO Drawn By: Alejandro Granillo Plan only valid under certification if work 70 840' ago' 2so' 73c' ■r 3aATTSA Carl#:493198 SCALE • A.ma O °�^° is performed by preparing contractor 75 900' 450' 300' 820' 2525 100' sn MUTCD OM4-3 Road Ends Sign Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-3 April 30, 2024 Project Number: 24-3012 X AL 18 D 3 .800 AL IF .800 AL 1.5 3 L 0 _.. .800 r o 3 .800 18 3 IF 1.5 OM4-1 OM4-1 COLORS: REFLECTORS - RED (RETROREFLECTIVE) OM4-2 BACKGROUND- RED OM4-3 BORDER - RED (RETROREFLECTIVE) OM4-2 COLORS: OM4-3 COLORS: REFLECTORS - RED (RETROREFLECTIVE) SIGN PANEL-RED (RETROREFLECTIVE) BACKGROUND- BLACK 11-4 WSDOT STANDARD PLANS C-6 Beam Guardrail Anchor Type 1 Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A - 4 April 30, 2024 Project Number: 24-3012 NOT ES .. Anchor plate may be constructed from /4" plates 6x8 Timber posts Anchor cable (see Detcil) welded to equal strength and dimensions as snown. to match beam guardrail End section Design G` 2_ For end section details see Standard Plan "Beam CRT Post (see NOTe 2) Guardrail End Sections'". (see Note 31 3. For post details, see Standard Plan "Beam Guar droll Posts and Blocks". PLAN a. Eight %- x lye' machine "ITS witr- nex nut Ono washer. Place washer On face side of rail, 5. Outside nut wall be torqued against inside nut a minimum of 100 fT-sbs. 6. Toenail bearing plate with 10d nail at corners to Beam Guardrail prevent turning. pay limit Anchor pay limit (see Note 1) 7, Aneror pay limit does not apply when anchor is iincluded in a Beam Guardrail Terminal. g/g x 2" Button read bait or S/6" x 11/2" hex read bolt and hex nut with roil anchor warners under bolt read and nut Ancror plate (See Two 1" nuts details) Ono hers Anchor rail wosn welser (see Note 5) ?Z.. , lfi.. iB• (see Detail l T R / Bearing plate (see ! Detail and Note 6) Stontlard 2" ID pipe sleeve ///� Two I nuts � and washers rners x (see Note 51 a CRT Post BEAM GUARDRAIL ANCHOR (see Note 3) TYPE 1 Anchor post Ossembiy O p _ (See Note 3) ¢ ►fir♦�I�*`'`�6r � �T� s4,,,y EADpES NAT 1-M TYPE I ANCHOR STANDARD PLAN C-6 APPROVED FOR PUBLICATION Donald K.Nelson 0 9 7' STATE DESIGN ENGINEER DATE NASNINGTDx STATE DEPARTMENT Di TRANSPGRTATIDN D.vTIPrA,rASNINGIpN Sheet 1 of 2 Sheets i II a L. 16" 8 9 8 8 3/a" R _.........------ .--• --. - ----- -._.—._ X X �3S' `See Note 4 MIN oe Hole teight required) 0, 3" x 2'/4" x '/2" End plate - I'/2�'!•/2.. ELEVATION SECTION B-B B Gage MIN -�L ANCHOR PLATE lSee Note 1) ANCHOR RAIL WASHER 3/6" x 1" x B" Plato tack welded To plate 4. BEAM GUARDRAIL ANCHOR s'66" TYPE 1 } �a" Cadre .. Hole � Swage L I�/6 D -4 I'll yam. 5/g- Steel plate OF faj f r y CP BEARING PLATE i —� � yo ! rwK • b� 1� �i �lr+Qe Tt�►,y6i- � ; - I" x 7" Stud tnreaaed ful I 3jr12 length ITYP) E �Af yRse ANCHOR CABLE STANDARD PLAN C-6 APPROVED FOR PUBLICATION Donald IC Nelson 05/3"7 STAtt°ESIGM EMGI MEEK DATE MASIIIMLTp1 STATE DEPARTMENT OF TRANSPORTATION OLYMPIA. MASMIM°TOI Sheet 2 of 2 Sheets WSDOT FISH EXCLUSION PROTOCOLS AND STANDARDS Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A - 5 April 30, 2024 Project Number: 24-3012 FISH EXCLUSION—PROTOCOL AND STANDARDS Washington State Department of Transportation Introduction The Washington State Department of Transportation(WSDOT)requires the following protocol and standards for fish exclusion, capture, handling, and relocation (hereafter referred to as "fish exclusion protocol (FEP)" or "fish moving") to reduce the risk of potential injury to fish during construction. This protocol generally meets Endangered Species Act(ESA) Section 7 consultation and Hydraulic Project Approval (HPA) requirements, but specific consultation or permit conditions take precedence over any project-specific components that conflict with these best practices. When to Use this Guidance This guidance is applicable for work proposed in fish-bearing waters. Work should be conducted in isolation from flowing water, if practicable. Work shall be allowed in water if: (1) this FEP is implemented, (2) placement or removal of material (wood or rock, etc.) is small in quantity, (3) installation of best management practices (BMPs) (turbidity curtain, etc.) is performed under site conditions where the potential to affect fish is minimized', and/or (4) work is conducted under a declared emergency, under emergency conditions, or when flow conditions preclude safe implementation of this FEP. Directing Biologist The FEP shall be planned and supervised by a WSDOT biologist or qualified biologist under contract with WSDOT(hereafter referred to as the Directing Biologist). The Directing Biologist must possess the required knowledge, training, and experience for safe and effective implementation of the FEP (Appendix A). The Directing Biologist shall work with maintenance, construction, and/or environmental staff to plan and manage the FEP. This plan should consider the size and channel characteristics of the area to be isolated,dewatering method(diversion with bypass flume or culvert,washed gravel bags,sheet pile, cofferdam, etc.), and most effective manner by which to move fish. Assisting Staff All assisting staff shall have the required training, knowledge, skills, and ability to safely and effectively,move fish(Appendix A). Fish Exclusion - Considerations The Directing Biologist shall implement the FEP in consideration of the following: (1) habitat connectivity and fish habitat requirements, (2) duration and extent of planned in-water work, (3) anticipated flow and temperature conditions during in-water work, and (4) risk of fish exposure to turbidity or other water quality and site conditions during construction. 'WSDOT shall make this determination after consulting with regulatory agencies with jurisdiction,including the Washington State Department of Fish and Wildlife(WDFW),U.S.Fish and Wildlife Service(USFWS),and/or NOAA-National Marine Fisheries Service (NMFS).in some locations the Tribes will have jurisdiction.This exception is not applicable to in-water excavation or work that may increase turbidity beyond the immediate work area for more than 15 minutes. 1 WSDOT Fish Exclusion - Protocol and Standards(2023 update) When the work area to be isolated is small, depth is shallow, and/or conditions are conducive to fish capture, it may be possible to isolate the work area and move fish prior to dewatering or flow diversion. When the area to be isolated is large,water is deeper, flow volume and/or velocity is higher,and/or conditions are not conducive to fish capture, it may be necessary to commence with dewatering or flow diversion concurrent with fish moving. WSDOT should have oversight and final approval in this situation. The Directing Biologist shall use best professional judgment in implementing the FEP in a manner that minimizes exposure of fish to potential stress or injury. If the area to be isolated includes only a portion of the wetted channel width(e.g.,in large and/or deep rivers), or if a bypass flume or culvert will effectively maintain fish passage during construction, it may be suitable to move fish out of the in-water work area(IWA). However, if the IWA includes the entire wetted channel width, and it is unlikely that fish passage can be maintained during construction,the Directing Biologist must decide whether to move fish upstream and/or downstream of the IWA, depending on available habitat conditions and species captured. If a large number of fish is to be moved, it may be appropriate to relocate fish both upstream and downstream of the IWA to avoid concentrating fish in areas where their habitat needs may not be met.Where habitat connectivity or quality is poor,the Directing Biologist should determine whether relocated fish will have access to suitable habitat for the duration of planned in-water work. If such habitat is not present in the vicinity,it may be appropriate to relocate fish a greater distance upstream and/or downstream(even thousands of feet or miles).When a distant relocation is deemed necessary, WSDOT shall provide notice in advance to agencies with jurisdiction. Block Nets The Directing Biologist shall select block nets that are appropriate for site conditions and fish species present.It may be necessary to contact other WSDOT regions or offices for access to nets,equipment and/or materials. A suitable block net is composed of 3/32-inch knotless stretched nylon. WDFW may authorize different mesh size depending on site conditions. A vinyl apron or skirt to facilitate securing nests to the channel bottom is recommended. Block nets must be secured to both banks and the channel bottom to prevent failure due to debris accumulation, high flow, and/or flanking. Supplemental block net support may be required (e.g., hardware cloth, affixed metal fence posts, batter T-posts, etc.). Block nets should be installed at an angle to the direction of flow(i.e., 45-degree angle if practicable and not directly perpendicular to flow)to reduce the risk of impinging fish.Anchor bags,filled with clean,washed pea gravel, can be used to support nets that may remain in place for more than two weeks or high flow events are expected.Any use or manipulation of native substrates or other materials on site should be incidental and shall not measurably affect the channel bed or bank baseline condition. In most instances, block nets will require pea-gravel bags placed approximately 12-inches downstream to sufficiently reduce velocity and backwater the block net to prevent impingement on the net face. The Directing Biologist shall determine appropriate locations for block nets based on site characteristics and in consideration of the type and extent of planned in-water work. Locations with lower flow volume and/or velocity,uniformity of depth,and good accessibility are preferred. Sites with heavy vegetation, large cobble or boulders,undercut banks, and deep pools should be avoided due to the difficulty of securing and/or maintaining nets. Sites with a narrow channel cross-section (constriction) should be avoided if foreseeable flow conditions might increase likelihood of fish impingement or overwhelm or dislodge the nets. 2 Except when planning to herd fish upstream, an upstream block net (UBN) shall be placed first. With the UBN in place, a second block net can be used as a seine to herd fish downstream, starting at the UBN. When the IWA includes a culvert, deep pools,undercut banks, or other cover attractive to fish(thick overhanging vegetation,rootwads, logjams, etc.)it may be appropriate to isolate these areas, or several areas, of the IWA rather than attempting to herd fish from the entirety of the IWA in a single downstream pass. Try to avoid herding fish into these areas of the IWA. Fish capture and removal will be most successful if fish are strategically concentrated in areas where they can more easily be seined and netted. Care shall be taken not to herd fish toward areas where they are exposed to sources of stress. If unavoidable, do not allow fish to be concentrated in such areas for more than 30 minutes. A downstream block net (DBN) is typically required to prevent downstream fish from entering the work area. When gradual dewatering or flow diversion is staged concurrently with fish moving, it may be appropriate to delay installation of the DBN until fish have first been allowed sufficient time to move downstream by their own choosing (volitional movement). Gradual dewatering can be an effective method to reduce the risk of fish stress or injury. Encouragement of volitional fish movement out of the work area is particularly important where the IWA is large and may hold many fish. However, when the IWA includes a culvert, deep pools, undercut banks, or other cover attractive to fish, fish may not move downstream. In this case, the Directing Biologist should use best professional judgment in determining how to best move fish. Block nets shall remain in place until work is complete and conditions are suitable for the reintroduction of flsh.2 Block nets require frequent inspection and debris removal. Inspection may be conducted by the WSDOT Environmental Compliance Inspector or contractors that have been provided on-site training. They shall immediately notify the Directing Biologist if any impinged, injured or deceased fish are observed or net repair/adjustment is necessary. An individual trained in fish handling shall be assigned the responsibility of safely relocating any impinged fish and repairing nets. Net inspection frequency shall be in accordance with Standard Specification 8.31.3(5). They shall, at a minimum,be inspected at least three times daily or as requested by the Directing Biologist. An inspection shall be completed at the start,middle and end of the workday. On non-working days, an inspection shall be performed between 6:00 am and 8:00 am, 11:00 am and 1:00 pm and 4:00 pm and 6:00 pm. Nets may need to be checked more frequently for the first 24 hours after a significant rainfall, change in flow volume or velocity, or significant windstorm that can result in leaf drop. If fish are impinged on the net or weather and/or flow conditions change significantly, the Directing Biologist shall adjust the frequency of net inspections to minimize risk to fish. Pumps: If dewatering and/or flow diversion requires the use of pumps, this work shall comply with the HPA issued by the Washington Department of Fish and Wildlife(WDFW) as well as any Terms and Conditions issued by the USFWS and/or NMFS in a Biological Opinion.Commitments may also appear in ESA minimization measures or the project description. Pump intakes shall be screened to prevent fish from entering the intake. Screens shall comply with Washington State law(RCW 77.57.010 and 77.57.070),guidelines provided by the NMFS,3 and the HPA. If pumps are to be used for a longer period of time to divert flow around the IWA, the 'If a FEP is implemented for installing a cofferdam BMP,AND construction is isolated from suitable fish habitat by the cofferdam, AND construction is scheduled for along period of time(weeks,months),it maybe appropriate to remove block nets and allow fish to re-enter suitable habitat from which they were moved. 3 National Marine Fisheries Service.2011.Anadromous Salmonid Passage Facility Design.Chapter ii:Fish Screen and Bypass Facilities. NMFS Northwest Region,July zo11,14o P. 3 WSDOT Fish Exclusion - Protocol and Standards(2023 update) dewatering plan shall address contingencies for extremes in flow and/or weather. The plan shall include ready access to a larger, or additional, backup pump with appropriately-screened intake. Pumps must be monitored outside of active construction hours/days. There must be sufficient fuel safely stored onsite. Once the Directing Biologist confirms that (1) the work area is isolated and all fish have been excluded, (2)there is no risk of entraining fish, and (3) a contingency plan is in place (including a routine schedule for inspection),then pumps may be operated without a screened intake.Note that block nets do not meet screening criteria. Moving Fish Methods for the safe relocation of fish are described below. At most locations, a combination of methods may be necessary. In order to avoid and minimize the risk of injury to fish, an attempt to seine and/or net fish should always precede the use of an electrofisher. Via visual observation techniques, including snorkeling, surveying with polarized glasses, or using Plexiglas-bottomed buckets,the effectiveness of seining/netting can be determined. If fish moving has not been addressed during ESA consultation and fish listed under the ESA may be present,the Directing Biologist must stop work and reinitiate Section 7 consultation with the Services in advance of in-water work. Work conducted under a declared emergency, or emergency conditions, shall follow established ESA notification protocol. When fish listed under the ESA may be present, the Directing Biologist shall insure that fish moving adheres, at a minimum, to the following guidelines: (1)Only dip nets and seines composed of knotless (non-abrasive)material shall be used. (2)Electrofishing equipment shall be used only after less-injurious methods have removed most, if not all, fish over 300 mm, by completing a minimum of three passes with reins and/or nets. (3) The success of fish moving shall be confirmed prior to dewatering or other work within the IWA. (4) Fish listed under the ESA shall not be held in containers for more than 10 minutes unless containers are dark-colored, lidded, and fitted with a portable aerator. (5) A plan for achieving efficient and rapid return of fish to suitable habitat will be developed before fish moving. Minnow Traps Baited Minnow Traps are typically used before seining. They shall be inspected at least four times daily to remove captured fish and thereby minimize predation in the trap. Traps should be checked more frequently if temperatures exceed 15 degrees C (59 F). Traps may be left in the IWA overnight. However, predation in the trap may present an unacceptable risk because large sculpin and other predators are typically more active at night. The Directing Biologist shall consider the risk of predation when determining whether to utilize traps at night. Seining Seining is the preferred method for fish capture. Other methods shall be used when seining is not 4 possible or is proven ineffective. Seines, once pursed, should remain in the water while fish are removed with dip nets. Seines with a bag are advantageous because they minimize handling stress. They are also preferred when obstructions inhibit access to water or when seine deployment/retrieval is difficult. In general, seining is more effective if fish, especially juvenile fish, are moved away ("flushed") from under cover. Flush efficiency can be increased by conducting seining during dawn or dusk,in conjunction with snorkeling. In flowing waters, especially where flow volume and/or velocity is higher, seines that employ a heavy lead line and variable mesh size are preferred. Small mesh sizes are more effective across the full spectrum of fish sizes (and age classes), but they also increase resistance and can make seine deployment/retrieval more difficult in flowing waters. Seines with a small-diameter mesh size in the bag (or body), and a larger, less resistant, mesh size in the wings, may be more effective and efficient. Dip Nets Dip Nets shall be used in conjunction with seining. This method is particularly effective during gradual dewatering or flow diversion. To minimize stress and risk of injury to fish, dewatering or flow diversion should proceed at a measured pace (within constraints), to encourage the volitional downstream movement of fish,and reduce the risk of stranding. Work shall not proceed unless there are sufficient staff and materials on site to properly relocate fish. Generally, this will require a minimum of two staff(three, if electrofishing). Once netted, fish shall remain in water until transferred to a bucket, cooler, or holding tank. Dip nets which retain a volume of water (sanctuary nets) are preferred. However, sanctuary nets may be ineffective where flow volume or velocity is higher due to increased resistance. Where water depth is shallow and/or fish are concentrated in very small receding pools or coarse substrate, a small aquarium net may be a more effective option. Connecting Rod Snake A Connecting Rod Snake(CRS)can be used to flush fish out of culverts. Like other cover attractive to fish, culverts (especially long culverts), can present a challenge in moving fish. A first step in implementing the FEP should be to place block nets immediately upstream and/or downstream of culvert to minimize the number of fish that might seek cover within the culvert. Fish should then be herded into areas where they can be easily seined and netted. Once fish have been relocated, the block net downstream of the culvert should be removed so that fish inside the culvert can volitionally move downstream—or be flushed with the CRS. Electrofishing Electrofishing shall be performed only when other methods to move fish have proven impracticable or ineffective at removing all fish. Larger fish (adult and sub-adult fish with longer spine lengths) are more susceptible to electrofishing injury than smaller fish. The Directing Biologist shall confirm that other fish-moving methods have been attempted before using an electrofisher. An electrofisher should not be used in water where visibility less than 0.5 meter. The following performance measures shall apply to the use of an electrofisher: (1)Upon request, the WSDOT shall allow the Services, WDFW, and in some cases the Tribes to observe fish capture and removal operations. Work conducted under a declared emergency, or emergency conditions, shall follow established ESA notification protocols. (2) Electrofishing shall only be conducted when a Directing Biologist is present, possessing the required training and experience (Appendix A). 5 WSDOT Fish Exclusion - Protocol and Standards(2023 update) (3) The Directing Biologist shall ensure that electrofishing is conducted using the minimum voltage,pulse width, and rate settings necessary to elicit galvanotaxis. Water conductivity shall be measured prior to work to determine appropriate settings.Electrofishing methods and equipment shall comply with guidelines outlined by the NMFS4 and USFWS5 if bull trout may be present. (4) The initial and maximum settings listed in Table 1 shall serve as guidelines when electrofishing in waters that may support ESA-listed fish. Only DC or pulsed DC current shall be used.Many modern electrofishers are equipped with a setup,or initialization,function.The Directing Biologist shall have the discretion to use this function to identify proper initial settings. Electrofishing shall begin with initial settings. If fish do not exhibit a response,the settings shall be gradually increased until galvanotaxis is achieved. The lowest effective settings shall be used to minimize risks to both personnel and fish. The Directing Biologist shall ensure the safety of all staff and provide necessary safety equipment and materials(insulated waders and gloves, first aid/CPR kit, safety plan with emergency contacts and phone numbers, etc.). Only individuals that are trained and familiar with the use of electrofishing equipment should provide direct assistance during work. Table 1. Guidelines for initial and maximum settings for backpack electrofishing6 Initial Settings Conductivity(µS/cm) Maximum Settings < 300 800 V Voltage 100 V >300 400 V Pulse Width 500µs ----- 5 ms 60 Hz Pulse Rate 15 Hz ----- (>40Hz may injure more fish) (5)Electrofishing shall not be conducted where spawning adults or redds with incubating eggs may be exposed to the electrical current. As a general rule, waters that support anadromous salmon should not be electrofished from October 15 to May 15, and non- anadromous waters (resident fish only) from November 1 to May 15. If located within waters that may support bull trout, especially waters that support spawning and rearing, seasonal limitations on the use of electrofishing equipment may be more restrictive. If a more restrictive work window is identified during ESA consultation, that window shall apply. (6)An individual shall be stationed at the DBN during electrofishing to recover stunned fish in the event they are flushed downstream and impinged against the net. 4 National Marine Fisheries Service.z000.Guidelines for electrofishing waters containing salmonids listed under the Endangered Species Act. 5 U.S Fish and Wildlife Service.2012 Recommended Fish Exclusion,Capture,Handling,and Electroshocking Protocols and Standards 6 Adapted from NMFS Backpack Electrofishing Guidelines,June z000,and WDFW Electrofishing Guidelines for Stream Typing,May zoos. 6 (7)The operator of the electrofisher shall use caution to prevent fish from coming into direct contact with the anode. Under most conditions, the zone of potential fish injury extends approximately 0.5 meter from the anode. Netting shall not be attached to the anode as this practice presents an increased risk of direct contact and injury. Extra care shall be taken near in-water structures or undercut banks,in shallow waters,or where fish densities are high.Under these conditions fish are more likely to come into close or direct contact with the anode and/or voltage gradients may be intensified. When electrofishing areas near cover, fish that avoid capture may be repeatedly exposed to the electrical current. Repeated or prolonged exposure to electrical current presents a higher risk of injury. As such, the electrofisher settings should be adjusted to accommodate changing conditions in the field. (8) Once galvanotaxis is observed, the IWA shall be worked systematically. The number of passes shall be kept to a minimum, but, dependent upon the numbers of fish and site characteristics, shall be at the discretion of the Directing Biologist. Electrofishing shall not be conducted unless there are sufficient staff and materials on site. Fish shall be immediately removed from the electrical field to avoid repeat exposure. Fish shall not be held in dip nets while electrofishing is in progress (i.e., while continuing to capture additional fish). When flow velocity or turbulence is higher(e.g.,within riffles),it may be difficult to see and net fish. In this scenario, fish may evade capture, resulting in repeated exposure, and/or may become impinged on the DBN. A"frame net,"or small portable block net, approximately three feet in width, can be effective under these conditions when immediately downstream of the anode. (9)The condition of captured fish shall be carefully observed and documented.Dark bands on the body and/or extended recovery times are signs of stress or injury. When such signs are noted, settings for the electrofishing unit may require adjustment. The Directing Biologist should also consider modifications to the way electrofishing is conducted.If adjustments do not lessen the frequency (or severity) of observed stress, the Directing Biologist shall have the authority to postpone work. Each captured fish shall be capable of remaining upright and actively swimming prior to release. If necessary the fish should be revived in aerated holding tanks. (10) Electrofishing shall not be conducted when aquatic visibility is less than0.5 meter,water conductivity exceeds 350 µS/cm,or when water temperature exceeds 18°C (64 F) or is less than 4°C (39 F). Fish Handling, Holding and Release (1)Fish moving shall be conducted such that handling is minimized. (2)Fish shall remain in water during seining/netting,handling, and transfer for release. (3) The Directing Biologist shall document fish species, number, condition at release, and release location. Fish tissue shall not be sampled, or fish anesthetized, unless allowed under the WSDOT Section 10 scientific collection permit. (4) Individuals handling fish shall ensure that their hands are clean and free of substances potentially harmful to fish, including, but not limited to, sunscreen, lotion, and insect repellent. (5) Water quality shall be maintained in buckets, coolers, or holding tanks that are used to hold and transfer captured fish. Clean water from the natal stream shall be used.Aerators shall be used, as necessary, to provide well-oxygenated water. Holding containers are to be monitored frequently, shaded where possible, and work adjusted appropriately, to minimize fish stress. If fish are held for more than a few minutes prior to release, the Directing Biologist should consider using dark-colored,lidded containers only.Fish shall not be held in containers for more than 10 7 WSDOT Fish Exclusion - Protocol and Standards(2023 update) minutes,unless those containers are dark-colored, lidded, and fitted with a portable aerator. (6)Captured fish shall be held in low densities to avoid overcrowding. Large fish shall be separated from smaller fish to prevent predation. Water-to-water fish transfer shall be implemented, whenever possible. (7) Release sites shall be determined by the Directing Biologist in consideration of site characteristics (flow, temperature, available refuge and cover, etc.) as well as the class of fish captured (out-migrating smolt, kelt, pre-spawn migrating adult, etc.). More than one site may be selected to provide for varying needs and to separate prey-sized fish from larger fish. (8) Any ESA-listed fish incidentally killed shall be preserved and delivered to the appropriate authority, upon request. Photos are recommended to facilitate later identification if the specimen is lost or deteriorates. (9)If the limits on take of ESA-listed species are exceeded, or if incidental take is approaching and may exceed specified limits, the Directing Biologist shall postpone work and notify the federal agency (or agencies) with jurisdiction. If dewatering or flow diversion is incomplete and still in- progress,WSDOT shall take remedial actions directed at maintaining sufficient quantity and quality of flow to reduce the potential for fish stress and/or injury. If conditions contributing to fish stress and/or injury may worsen before the federal agency with jurisdiction can be contacted, WSDOT should attempt to safely move fish to a suitable location near the capture site. Reintroduction of Flow and Fish to the IWA If fish moving involves placement of block nets, the Directing Biologist shall ensure that the nets remain in place until work is complete and conditions are suitable for the reintroduction of fish. Flow shall be gradually reintroduced to the IWA to prevent channel bed or bank instability, excessive scour, or elevated turbidity and sedimentation. The Directing Biologist shall ensure that no fish are stranded during reintroduction of flow.If conditions causing,or contributing to,fish stress and/or injury are observed,WSDOT shall take remedial action,including,but not limited to, a more gradual reintroduction of flow. Temporary structures and materials (block nets,posts and anchors,bypass flume or culvert, gravel bags, sheet pile or similar cofferdam, etc.) shall be removed at the completion of work. Block net removal is to be overseen by the Directing Biologist. Documentation (1) Work area isolation and fish moving shall be documented in a logbook with the following information: project location, date, methods, personnel, water temperature, conductivity, visibility, electrofishing equipment settings,and other comments. (2) All fish handled shall be documented: number of each species, condition at release, and location of release. Photograph individuals that are not confidently identified. (3) If fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills),the Directing Biologist shall immediate notify WSDOT management,who in turn, shall notify the WDFW as required by the HPA. Notification shall consist of a phone call or voice mail message directed to the Area Habitat Biologist. (4) Any ESA-listed species incidentally killed shall be documented and the appropriate authority 8 (USFWS and/or NMFS)notified within two working days. If the Directing Biologist is a consultant, he/she shall immediately notify WSDOT, who will,in turn, notify the Services. Initial notification shall consist of a phone call or voice mail message, directed to the nearest USFWS Law Enforcement Office, the Washington Fish and Wildlife Office at (360) 753-9440, the NMFS Office of Law Enforcement at (800) 853-1964, and the Washington State Habitat Office at (360) 753-9530. Any dead specimens shall be kept whole and preserved on ice or frozen until WSDOT receives a response and further directions from the appropriate authority. If WSDOT receives no response within five working days, the Directing Biologist shall have the discretion to dispose of specimens. Initial notification shall be followed by a second notification in writing. All notifications shall provide, at a minimum, the following: date, time, WSDOT point of contact(the Directing Biologist and/or supervisor),project name(with USFWS and/or NMFS tracking number,if available),precise location of incidentally killed, injured and/or unrecovered fish, number of specimens and species, cause of death or unrecoverable injury, and measures taken to address the cause of mortality. If the limit of authorized incidental take is exceeded, the written notification shall also include an explanation of the circumstances causing or contributing to take. (5)The final condition of the IWA, including temporary bypass,shall be documented in qualitative terms,including any obvious signs of channel bed or bank instability resulting from work.WSDOT shall document any remedial actions taken to correct channel instability as well as the final condition of the IWA. Safety Implementing the FEP must comply with WSDOT safety requirements. In certain circumstances, it may be appropriate to conduct work without an IWA(not move fish)to ensure safety. In-water work at night is generally not permissible. If the Directing Biologist determines that night work is required, it must be pre-approved by WSDOT management, including the safety officer, as well as regulatory agencies with jurisdiction. Equipment Sanitation To minimize the risk of spreading invasive species, aquatic parasites, and/or disease, the Directing Biologist shall ensure that all equipment and materials are cleaned and dried per protocol' before using them at another aquatic area. It is recommended having two or more outfits for different locations on consecutive days. Once equipment is fully dried, it should remain dry for at least 48 hours before use. Felt-soled shoes are prohibited. 7 WDFW Invasive Species Management Protocols,Version 4,September zozz 9 WSDOT Fish Exclusion - Protocol and Standards (2023 update) APPENDIX A-TRAINING REQUIREMENTS Directing Biologist 1. Completion of a two-day electrofishing class. 2. Training in fish ecology and identification. 3. 100 hours of electrofishing experience in the Pacific Northwest (PNW), at least 20 hours of which should have been in the last 5 years in the PNW. 4. Possession of a current CPR certification. 5. Possession of a current first aid certification. 6. Demonstrated understanding of aquatic invasive species and the appropriate decontamination methods. 7. Demonstrated ability to interpret contract plan sheets/specification, contactor schedule and plans prepared by the contractor. 8. Ability to move fish per the most current version of the "WSDOT Fish Exclusion Protocols and Standards" 9. Must develop and deliver on site field training that includes the following elements: (a) Safety plan. (b)Fish exclusion plan. (c)Role and responsibility of each participant. Assisting staff may include WSDOT and consulting biologists, and non-biologists (contractors) assigned limited responsibilities. The directing biologist will provide constant supervision when assigning responsibilities to contractors. (d)Fish identification and species expected. (e)Fish handling techniques. (f) Seine, net, and electrofisher techniques (and electrofisher settings). (g)Basic terminology(galvanotaxis,narcosis, and tetany). (h)How electrofishing attracts fish. (i)How to recognize signs of fish stress or injury. 0) Sorting fish by size. (k)Proper fish holding in buckets to ensure water quality and address predation (1)Hand cleanliness and gear sanitation protocol. (m)Review of common mistakes. (n)Discuss personal floatation devices, if required. Trained Biologists People without a class or 100 hours — "trained" is a good classification for people that have worked under a directing bio and could operate an electrofisher under direct supervision(have to have 40 hours in USFWS protocol). In other words, people who have the experience but maybe not the time but will get the experience/time to qualify as a directing bio because they are under the direct supervision of the directing bio. 10 Assisting Staff 1. Must possess training,knowledge, skills and ability to ensure proper handling of fish and safety of staff conducting work(see Directing Biologist responsibility#9 above). 2. Possession of a current first aid certification and current CPR certification (this should be a standard for all assisting staff and is typically included in conjunction with first aid certification). 11 CONSTRUCTION NOISE, VIBRATION, AND SETTLEMENT MONITORING AND CONTROL SECTION 01850 Construction Monitoring Program SECTION 01860 Construction Noise and Vibration Control SECTION 02100 Settlement Monitoring SECTION 02150 Sheet Pile Installation Test Program Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A - 6 April 30, 2024 Project Number: 24-3012 SECTION 01850 CONSTRUCTION MONITORING PROGRAM PART 1 GENERAL 1.1 SUMMARY A. The work in this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for Construction Monitoring Program, in accordance with the Contract Documents. B. The work of this Section includes, but is not limited to, the following activities: Interior and Exterior Pre-construction Inspection Reports. Construction Activity Reports. Installing and monitoring crack monitors. Interior and Exterior Post-construction Inspection Reports. 1.2 SUBMITTALS A. Qualifications of independent engineering firm and personnel who will perform the pre-and post-construction inspections. B. Submit a sample for each report described in this Section for review and approval by the Engineer before beginning the work. C. Pre-construction Inspection Reports: Prepare a separate report for each structure, with the content as specified in Paragraph 3.01. Submit 5 copies of each report, including drawings, photos, and videos. Complete the pre-construction inspection reports at least 3 weeks before beginning any construction work within 100 feet of the structure. Allow 2 weeks for review by the Engineer. D. Construction Activity Reports: Submit descriptions of the work performed according to the following schedule: daily during sheet pile installation; otherwise, weekly. Include: 1. Summary of construction activities performed. Include sketches on copies of the construction plan drawings showing the locations, limits, and dates of work performed. 2. Description of any unusual events that may have caused unusual vibrations (e.g. difficult driving, hit obstruction, etc.), settlement of or potential damage to a building or other structure. Describe any remedial or precautionary measures that were implemented in response to the unusual event or instrumentation data during the period covered by the report. Include when, where, and why the measures were implemented. Include a description of any future Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 remedial or precautionary measures that are planned in response to existing instrumentation. 3. Crack monitor measurements. Post-Construction Inspection Reports, as required by the Engineer, for each building or structure for which a Pre-Construction Inspection Report was prepared, including additional specific focus on portions of buildings or structures where damage is alleged to have occurred if any. Submit 5 copies of each report, including drawings, photos, and videos. 1.3 QUALIFICATIONS Employ an independent Professional Engineer, with at least 3 years of experience in performing condition surveys, to perform the preconstruction inspections. PART 2 PRODUCTS 2.1 CRACK MONITOR Provide a calibrated direct read building crack monitor consisting of overlapping glass or acrylic plates. The crack monitor shall be waterproof and weather resistant and shall be capable of being read to a resolution of 0.02 inch with a maximum horizontal range of at least 0.75 inch and a vertical range of at least 0.375 inch such as crack monitors as manufactured by Avongard of Santa Monica, CA, or approved equal. PART 3 EXECUTION 3.1 PRECONSTRUCTION INSPECTIONS Perform exterior preconstruction inspections on the portions of all buildings and other structures within 100 feet of the sheet pile wall, vehicle access ramp, and Reach 4. Videotape all curbs, sidewalks, parking areas, and landscaping features, associated with the buildings along the alignment, within 50 feet of the sheet pile installation. Obtain permission to perform the surveys from building owners and tenants in coordination with City of Kent real estate representatives. Coordinate initial contact with building owners with the Engineer. Document all interactions with the building owners and tenants. Notify the Engineer at least 1 week before conducting each preconstruction survey. Include the following, as a minimum, for each survey: Conduct a detailed examination of the portions of the buildings or structures identified above. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 Document the examinations with color still photographs and/or videotapes. The scope and number of photographs and videos shall be sufficient to document all pre-existing conditions. Document the conditions observed in writing or by verbal description on the videotape, by time stamp. Note evidence of damage or defects, including, but not limited to: • Damaged, cracked, spalled, or delaminated concrete. • Sheared or bent bolts. • Distortion of the structural members or elements. • Damaged masonry or roofing. • Displacements or separations in materials or caulking. • Windows and doors that stick or do not fit properly in their frames. • Walls or floors that are not vertical or horizontal. • Evidence of water seepage into the building. • Cracked or peeling paints. Interview building/structure personnel regarding existing conditions, known damage or defects, and historical building/structure damage or repairs. Recommend to the Engineer crack monitoring locations on up to 5 existing cracks in each building or structure. Select cracks that are in portions of the building close to the proposed construction. 3.2 CRACK MONITOR INSTALLATION AND MONITORING Install crack monitors on up to 5 existing cracks in each building or structure at locations approved by the Engineer. Install crack monitors in accordance with the manufacturer's recommendations. After installation, submit a sketch and photograph showing the as-installed locations in the horizontal position and elevation, measured from permanent physical features in the field, to an accuracy of +/- 1 foot. Within 3 days of installing the crack monitor and the epoxy has set, perform a first initial reading (FIR). The FIR for a crack monitor will be the reading of the cross hairs on the crack monitor when the tape connecting the two plates is cut after the monitor has been installed and/or the epoxy has set. Reading accuracy shall be +/-0.02 inch. Submit the FIR to the Engineer. Read the crack monitors weekly and submit readings with the Construction Monitoring Reports. Reading accuracy shall be +/-0.02 inch. 3,3 POST-CONSTRUCTION INSPECTIONS Contractor shall prepare a Post-Construction Inspection Report as directed by the Engineer for each building or structure for which a Pre-Construction Inspection Report was prepared. Perform and document the inspections, and provide reports, as described above. Document any changes from the pre- construction conditions. If at any time after the beginning of construction, a building or structure owner or tenant makes a claim for damages or alleged damages, the Contractor shall immediately inform the Engineer of such claim. In addition, the Contractor shall immediately act to have its independent Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 Professional Engineer perform further inspections of the alleged damage and report its findings to the Engineer within 5 days of receiving the notice of claim. END OF SECTION Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 SECTION 01860 CONSTRUCTION NOISE AND VIBRATION CONTROL PART 1 GENERAL 1.1 SUMMARY A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for construction noise and vibration control, in accordance with the Contract Documents. B. The work of this Section includes, but is not limited to, the following activities: 1. Construction Noise and Vibration Monitoring and Control Plan. 2. Noise and Vibration Monitoring. 3. Monitoring Reports. 4. Complaint Resolution. 1.2 REFERENCE STANDARDS A. FTA, "Transit Noise and Vibration Impact Assessment" B. ASTM C. AASHTO D. ANSI 1. ANSI S1.4 Specification for Sound Level Meters E. (IEC) 1. 1 EG 179 Precision Sound Level Meters F. (SAE) 1. SAE J366 Exterior Sound Level for Heavy Trucks and Buses 2. SAE J952 Sound Levels for Engine Powered Equipment 3. SAE JAG Exterior Sound Level Measurement Procedure for Earthmoving Machinery 1.3 SUBMITTALS A. Before beginning work that may cause noise or vibrations, submit a Construction Noise and Vibration Monitoring and Control Plan including: 1. Instrument specifications and calibrations 2. Table of expected noise and vibration producing activities including: description of activity, location, and anticipated dates and times of activities 3. Table of structures and other noise and/or vibration sensitive receptors that may be impacted by noise and vibration including: structure description, street address, name and address of owner, and names of occupants 4. Proposed monitoring locations. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 5. A Construction Vibration Assessment performed in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual (April 1995) for construction activities. 6. A Construction Noise Assessment performed in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual (April 1995) for construction activities. 7. Preliminary evaluation of structure susceptibility to vibration induced damage 8. Monitoring program procedure including reporting procedures 9. Noise and Vibration Mitigation Plan (including damage prevention) 10.Sample Noise and Vibration Data Report 11.Plan to deal with and resolve complaints B. Before beginning work that may cause noise or vibrations, initiate a Construction Noise and Vibration Monitoring and Control Program. The Contractor shall perform the following actions: 1. Within 2 workdays of receipt of each seismograph and noise meter at the site, submit copy of specifications, manual, factory calibration and manufacturer's test equipment certification. 2. Submit background noise and vibration data reports for each building in accordance with Table 3 of this Section. 3. Submit weekly Noise and Vibration Data Reports, within 3 days of the end of each week. 4. Submit Noise and Vibration Data Reports within 1 working day of requests by the Engineer in response to complaints by adjacent property owners. PART 2 PRODUCTS 2.1 EQUIPMENT A. Noise Meters: Provide and operate Type 1 or Type 2 sound level meters consistent with ANSI and ASTM requirements for monitoring noise levels from construction activities and equipment: 1. Noise level range: 40 to 120 decibels (dB), or mid-scale 2. Metric: Leq, 1-hour average 3. A-weighted frequency response 4. Response time: slow setting for continuous or intermittent noise; fast setting for impulsive noise (a momentary sound such as a horn) 5. Windscreen: place factory-supplied windscreen over microphone during all measurement periods. 6. Position: the meter microphone should be positioned at a height of 4 feet above ground level and at least 10 feet away from a reflecting surface (such as a wall). The microphone can be handheld or tripod mounted. 7. Data shall be collected either by manually reading and recording noise levels or by storing and downloading the data remotely depending on the capabilities of the meters used. The date, time, monitoring location and nature of construction activities shall be reported with the data. 8. Field calibration: Noise meters shall be field calibrated before and after each measurement, or at least once per hour, whichever is Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 more frequent using a calibrator specified for use with the meter and the manufacturer's instructions for calibration. B. Seismographs: Provide portable seismographs for monitoring the velocities of ground vibrations resulting from construction activities, with the following minimum features: 1. Seismic range: 0.01 to 8 inches per second with an accuracy of 5% and no more than a 3 db roll off at the low frequency end. 2. Flat frequency response: 2 to 200 Hertz. 3. Three-component sensor. 4. Fourth channel for air blast monitoring. 5. Two power sources: Internal rechargeable battery and charger and 115 volts AC. Battery must be capable of supplying power to monitor vibrations continuously for at least 24 hours. 6. Direct writing to printer and to either USB flash drive or CD. Instruments must be capable of producing strip chart recordings of readings on site within one hour of obtaining the readings. Provide computer software to perform frequency analyses of data. 7. Continuous mode and histogram mode capabilities for recording vibrations. Histogram mode must include frequencies of each peak vibration. 8. Capability of downloading data remotely via wireless connection. C. Factory calibration: provide factory calibrations for each instrument. Perform seismograph calibrations using a shake table and a reference sensor traceable to the national institute of standards and technology. Perform noise meter calibrations using a calibrator traceable to the national institute of standards and technology. Recalibrate the instruments at least once every 12 months. PART 3 EXECUTION 3.1 GENERAL A. The Contractor shall prepare a Construction Noise and Vibration Monitoring and Control Plan. Plan components 1 through 11 listed in Paragraph 1.03.A shall be completed prior to the onset of construction and submitted to the Engineer for approval. 1. The Contractor shall monitor construction activity noise for two one-hour periods each week when Contractor's activities are most noise intensive. The Monitoring Plan shall identify the one-hour daytime and one-hour nighttime monitoring periods to be used throughout the monitoring program. 2. The Contractor shall monitor construction activity noise at actual or representative sensitive receptor locations. Sensitive receptor locations that are adjacent to one another and would be expected to experience equivalent exposure to construction noise may be clustered by selecting a representative monitoring location. The monitoring locations shall have an unobstructed line of sight to the construction site. The selected monitoring locations and rationale for selection shall be identified in the Monitoring Plan and shall be used throughout the monitoring program. 3. When no construction activity occurs within 1000 feet of a monitoring location during any single week, no monitoring needs to be performed at that location during that week. The Contractor shall provide an explanation of that circumstance in the Noise and Vibration Data Report for that week. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 B. The Contractor shall execute a Construction Noise and Vibration Monitoring and Control Program. The Program shall be performed consistent with the requirements and conditions specified in the Construction Noise and Vibration Monitoring and Control Plan. C. The Contractor shall use every effort and every means possible to minimize noise caused by its operations. The Contractor shall provide working machinery and equipment designed to operate with the least possible noise, including the use of shields, soundproof housings, enclosures, or other physical barriers to restrict the transmission of noise. Compressors shall be equipped with silencers or mufflers on intake and exhaust lines. Wherever practicable, electricity shall be used for power to reduce noise. Where required by agencies having jurisdiction, certain noise producing work may have to be performed during other than regular working hours or at specified periods only. D. If the need arises, the Contractor will be required to assist the Engineer and Authority with community coordination activities relative to public noise exposure. 3.2 GENERAL NOISE LEVEL RESTRICTIONS A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Construction Noise Assessment in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual for construction activities. The Contractor must determine the potential for construction noise impacts on noise sensitive receptors, develop a mitigation plan to prevent impacts to the maximum extent practicable, and develop a Monitoring Plan. B. Contractor assumes all responsibility and liability for any noise impacts on sensitive receptors. C. Maximum acceptable noise levels from construction activities for an associated land use have been identified within Table 01860-1. Table 01860-1 Maximum Acceptable Construction Noise Levels One Hour Leq, dBA Land Use Daytime Nighttime Residential 90 80 Commercial 100 100 Industrial 100 100 Source: Transit Noise and Vibration Impact Assessment Federal Transit Administration, April 1995 E. Contractor shall take ambient noise measurements and shall identify and implement mitigation measures to ensure compliance with the Maximum Acceptable Construction Noise Levels listed in Table 01860-1. F. Noise monitoring shall not be conducted during precipitation events or in winds greater than 12 miles per hour. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 G. If a Maximum Acceptable Construction Noise Level is reached: 1. Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Submit an up-to-date report within 24 hours for all instruments for which the Maximum Level was reached, as well as on any other instruments requested by the Engineer. H. In addition to the above steps, if a Maximum Acceptable Construction Noise Level is reached, initiate the following response actions, as directed by the Engineer. 1. Increase instrument monitoring frequencies. 2. Install and monitor additional instruments. 3. Modify construction procedures. 4. Implement Mitigation Measures specified in Article 3.10 of this Section or as identified in the Construction Noise and Vibration Monitoring and Control Plan, so that the Maximum Level is not exceeded. I. If the Maximum Level is reached, the Contractor may be directed to suspend activities in the affected area with the exception of those actions necessary to avoid exceeding the Maximum Level. J. If complaints about noise are received, the Contractor shall promptly conduct additional monitoring at additional times, locations and frequencies, as directed by Engineer, and immediately inform Engineer of the results of such monitoring, at no additional cost to Authority. 3.3 SPECIFIC NOISE LEVEL RESTRICTIONS A. Identified noise sensitive receptors with proximity to below grade construction include, but may not be limited to: 1. McCallum Print Group, 6040 S. 19411 St. 2. 19241 62nd Ave. S. 3. 5920 S. 1941h St. 4. PCS Properties, 5900 S. 1901h St. and 6020 S. 19011 St. B. The Contractor shall ensure that appropriate measures will be in place during construction to protect the sensitive receptors from noise impacts to the maximum extent practicable. These measures shall be identified within the Noise and Vibration Mitigation Plan. 3.4 GROUND VIBRATION LIMITS A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Construction Vibration Assessment in accordance with the guidance in Chapter 12 of the FTA Transit Noise and Vibration Impact Assessment Manual for construction activities. The Contractor shall determine the potential for construction vibration impacts on vibration sensitive receptors, develop a mitigation plan to prevent impacts to the maximum extent practicable, and monitor construction activity vibration as needed. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 B. Contractor assumes all responsibility and liability for any vibration damage to surrounding buildings and structures as a result of the Contractor's activities. C. Table 01860-2 indicates Threshold and Limiting Values for seismographs. These values are defined collectively as Response Values. The actions associated with these Response Values are defined. Response Values are subject to adjustment by the Engineer as indicated by prevailing conditions or circumstances. TABLE 01860-2- RESPONSE VALUES INSTRUMENT THRESHOLD VALUE LIMITING VALUE Peak Particle Velocity: Peak Particle Velocity: Seismographs at buildings: 0.3 in/sec for frequencies less 0.5 in/sec for frequencies less Continuous or Steady State than 30 Hz than 30 Hz Vibration (see Note 1) 0.5 in/sec for frequencies 0.7 in/sec for frequencies greater than 60 Hz greater than 60 Hz Peak Particle Velocity: Peak Particle Velocity: Seismographs at buildings: 0.5 in/sec for frequencies less than 60 Hz 0.7 in/sec for frequencies less Transient or Impact than 60 Hz Vibration (see Note 2) 0.7 in/sec for frequencies 1.0 in/sec for frequencies greater greater than 90 Hz than 90 Hz Special Response Values for Instruments at McCallum Print Group 6040 S. 194th Street One-half the velocities One-half the velocities 5920 S. 194th St. listed above listed above 19241 62nd Ave S. PCs Properties 5900 S. 190th St. and 6020 S. 190th St. Notes: 1. Response Values for Continuous or Steady State Vibrations apply to vibrations such as vibratory pile drivers, jack hammers, reciprocating pavement breakers, compactors, large pumps and compressors, bulldozers, trucks, cranes, and other large machinery. Use linear interpolation for frequencies between 30 Hz and 60 Hz. 2. Response Values for Transient or Impact Vibrations apply to vibrations such as blasting, drop chisels, clam shell buckets, impact pile drivers, wrecking balls, building demolition, gravity drop ground compactors and gravity drop pavement breakers. Use linear interpolation for frequencies between 60 Hz and 90 Hz. D. If a Threshold Value is reached: 1. Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 3. Submit an up to date report within 24 hours for all instruments for which the Threshold Value was reached, as well as on any other instruments requested by the Engineer. Continue to submit daily reports until all instrument readings fall below the specified Threshold Values, or unless otherwise directed by the Engineer. E. In addition to the above steps, if a Threshold Value is reached, initiate the following response actions, as directed by the Engineer. 1. Increase instrument monitoring frequencies. 2. Install and monitor additional instruments. 3. Modify construction procedures. 4. Implement Mitigation Measures as specified in Contract Documents and this Section or as identified in the approved Construction Noise and Vibration Monitoring and Control Plan, so that the Threshold Value is not exceeded. F. Implement Mitigation Measures as specified in Contract Documents or as identified in the approved Construction Noise and Vibration Monitoring and Control Plan, so that the Limiting Value is never exceeded. G. If complaints about vibration are received, the Contractor shall promptly conduct additional monitoring at additional times, locations and frequencies, as directed by Engineer, and immediately inform Engineer of the results of such monitoring, at no additional cost to the City. 3.5 SPECIFIC GROUND BORNE NOISE AND VIBRATION LEVEL RESTRICTIONS A. Identified ground borne noise and vibration sensitive receptors likely to be impacted by construction include, but may not be limited to: 1. McCallum Print Group, 6040 S. 194t" Street 2. 19241 62nd Ave. S. 3. 5920 S. 1941" St. 4. PCS Properties, 5900 S. 190t" St. and 6020 S. 19011 St. B. The Contractor shall ensure that appropriate measures will be in place during construction to protect the sensitive receptors from damage and foundation cracking to the maximum extent practicable. These measures shall be identified within the approved Construction Noise and Vibration Mitigation Plan. 3.6 SEISMOGRAPH INSTALLATION A. Install seismographs in accordance with Manufacturer's installation instructions. B. Firmly mount seismographs on the surface slab of concrete or asphalt, firmly set them in undisturbed soil, or rigidly attach them to the structure of buildings. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 3.7 PROTECTION OF INSTRUMENTS A. Protect all instruments and appurtenant fixtures, leads, connections, and other components of instrumentation systems from damage due to construction operations, weather, traffic, and vandalism. B. If an instrument is damaged, repair or replace the damaged instrument at no additional cost to the City, including damage resulting from Contractor's actions to instruments installed by others. The Engineer will be the sole judge of whether repair or replacement is required. The Engineer may impose a work stoppage in the vicinity of the damaged instrument until it is again operational, at no additional cost to the City. 3.8 DATA COLLECTION A. Comply with the schedule in Table 01860-3 TABLE 01860-3 - MONITORING SCHEDULE INSTRUMENT SCHEDULE Noise meters Obtain noise measurements during the designated one-hour daytime monitoring period, in the Leq metric, and the designated one-hour nighttime monitoring period one week before construction begins at the selected noise monitoring locations to establish background noise levels. Obtain noise measurements during the designated one-hour daytime monitoring period, in the Leq metric, and the designated one-hour nighttime monitoring period each week during construction activities at the selected noise monitoring locations. Submit data reports weekly. Seismographs Continuously, in histogram mode (5 minute intervals), for one week before construction begins, to obtain background vibration levels. At the start of vibration-inducing construction activities, determine peak particle velocity and corresponding frequencies produced by vibration-producing activities to establish the maximum energy which can be used without surpassing acceptable vibration levels in nearby structures. Perform separate tests for each building. Continuously in histogram mode (5 minute intervals) during vibration- producing construction activities within 300 feet of seismograph location. Submit reports weekly. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 3.9 DATA REPORTS A. Submit reports in a format that complies with the relevant requirements of Section 02100, "Geotechnical Instrumentation and Monitoring." Include complete electronic data and plots on 8.5 x 11 paper showing peak particle velocity for each 5-minute interval. 3.10 MITIGATION MEASURES A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare a Noise and Vibration Mitigation Plan. The Plan shall identify potential noise and vibration impacts during construction activities, and the measures the Contractor will use to minimize those impacts. B. Measures to minimize construction noise and vibration impacts shall be evaluated for effectiveness by the Contractor. Such measures may include, but are not limited to: 1. Minimize pile driving and the use of other loud construction equipment during work hours. 2. Sequence operations, combining noisy events to occur at the same time in order to reduce the total length of the noise generating activity. 3. Use alternative construction methods such as hydraulic press to reduce vibration. 4. Use shields, impervious fences or other physical barriers to inhibit the transmission of noise. 5. Use sound retardant housings or enclosures around noise producing equipment 6. Use effective intake and exhaust mufflers on internal combustion engines and compressors. 7. Use electric instead of diesel powered equipment. 8. Use covered hoppers, storage bins, and chutes with sound deadening material. 9. Use hydraulic tools and equipment instead of pneumatic impact tools and equipment. 10. Minimize use of air or gasoline driven saws. 11. Conduct truck loading, unloading, and hauling operations so that noise and vibration are minimized. 12. Place operation limitations on machines and trucks. 13. Site stationary equipment to minimize noise and vibration impact on nearby buildings. 14. Plan noisier operations during times of highest ambient noise levels. 15. Keep noise levels relatively uniform, avoid peaks and impulse noises. 16. Turn off idling equipment. 17. Phase in startup and shutdown of equipment. 3.11 NOISE AND VIBRATION COMPLAINT RESOLUTION A. As part of the Construction Noise and Vibration Monitoring and Control Plan, the Contractor shall prepare and implement a plan for responding to and resolving noise and vibration complaints that may arise during construction activities. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 END OF SECTION Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 SECTION 02100 SETTLEMENT MONITORING PROGRAM PART 1 GENERAL 1.1 SUMMARY A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for settlement monitoring, in accordance with the Contract Documents. B. The work of this section includes, but is not limited to, the following activities: 1. Instrumentation installation. 2. Instrumentation baseline readings. 3. Routine instrumentation monitoring. 4. Instrumentation removal and related site restoration. 1.2 SUBMITTALS A. Within 21 days after the Notice to Proceed, submit a Settlement Monitoring Plan as specified herein for approval by the Engineer. B. Within 21 days after the Notice to Proceed, submit qualifications for the following: 1. Resume of Instrumentation Supervisor. 2. Resume of the Chief Surveyor. 3. Resume of the Field Survey Party Chief. C. Within 5 days of installing each instrument, submit the as-installed instrument location and corresponding installation record sheet, for approval by the Engineer. D. Weekly, submit data collected in accordance with the schedule detailed herein. The submittals shall include: 1. Raw and reduced data for the week both printed and electronically on either CD or flash drive. 2. Updated plots of data. On plots of data versus time, show key construction activities and other events that could influence changes in the data. 3. A statement to indicate whether any Response Value has been reached. 1.3 QUALIFICATIONS A. Instrumentation Supervisor: The Instrumentation Supervisor shall be in charge of the instrumentation installation and monitoring program and full-time on site during the installation. The Instrumentation Supervisor shall have at least 3 years of direct field experience in installation and monitoring of the instrument types specified herein, and shall have supervised two instrumentation programs of similar magnitude in similar subsurface conditions. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 B. Chief Surveyor: The Chief Surveyor shall be a Registered Land Surveyor with a minimum of 3 years of experience in displacement measurements of the types and accuracies specified in accordance with this Section. C. Field Survey Party Chief: The Field Survey Party Chief shall have a minimum of one year of experience in displacement survey measurement of the types and accuracies specified herein in accordance with this Section. PART 2 PRODUCTS 2.1 GENERAL A. Furnish all installation tools, materials, and miscellaneous instrumentation components. B. All graduations shall be in U.S. Customary Units, (for example U.S. Survey feet, hundredths of a foot, and pounds). C. The horizontal reference datum shall be NAD83/91. The vertical reference datum shall be NAVD88. Both the horizontal and vertical datums will be referenced to two or more City of Kent control points. D. Specific instrument measurement shall include instrument and associated equipment purchase, instrument installation, post-installation acceptance tests, formal initial readings, and all related submittals. 2.2 DEFORMATION MONITORING POINTS A. Deformation monitoring points shall consist of one of the following: B. DMP-Type 1 consists of a masonry nail. The nail shall be manufactured from hardened, zinc-plated steel, have ribbed threads along its shank, and a conical point. It shall also have an indent in the center of its head to receive a surveyor's plumb bob. C. DMP-Type 2 shall consist of a 3/8-inch-diameter by minimum 2-inch- long, stainless steel, socket head cap screw with stainless steel washer, screwed into a 3/8-inch machine screw anchor such as the Tamp-in brand anchor from Interstate Screw Corporation of Hialeah, FL; Concrete Machine Screw Anchor from Concrete Fastening Systems of Cleveland, Ohio; Shallow Hole Internally Threaded Anchors For Concrete, Solid Block & Brick from McMaster-Carr Supply Company; or approved equal. Where removal and patching is not required after construction, the bolts may be installed with epoxy or polyester adhesive in lieu of tamp-in screw anchors. Where DMP-Type 2 is installed in steel column members, the Contractor may install by drilling and tapping. DMP-Type 2 shall typically be installed into vertical surfaces of buildings and structures. D. DMP-Type 3 shall consist of a 3/8-inch-diameter by 2-inch-long punch- marked stainless steel round-head bolt screwed into a 3/8-inch machine screw anchor such as the Tamp-in brand anchor from Interstate Screw Corporation of Hialeah, FL; Concrete Machine Screw Anchor from Concrete Fastening Systems of Cleveland, Ohio; Shallow Hole-For Concrete, Solid Block & Brick anchor from McMaster-Carr Supply Company; or approved equal. Where removal or patching is not required after construction, the bolts may be 3/8-inch-diameter by 2-inch-long punch-marked stainless steel carriage bolts installed with epoxy or polyester adhesive in lieu of tamp-in screw anchors. DMP-Type 3 shall Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 typically be installed into horizontal concrete and rock surfaces (e.g., sidewalks, granite curbstones). E. DMP-Type 4 shall consist of an observable point, punch-marked on the top horizontal surface. The point shall also be clearly identified using fluorescent spray paint or other marking method approved by the Engineer. The point shall be punch marked such that it can be consistently surveyed to the accuracy specified herein. F. DMP-Type 5 shall consist of a contractor-designed deformation monitoring point. The DMP shall be capable of being consistently surveyed to the accuracy specified herein. The DMP-Type 5 details shall be submitted to the Engineer for approval. PART 3 EXECUTION 3.1 GENERAL A. The Settlement Monitoring Program shall provide pre-construction baseline data, construction data, and post-construction data for comparison to determine whether settlements have occurred as a result of construction activities, and to provide warning of conditions that may require remedial or precautionary measures. B. Settlement monitoring shall be performed on all buildings within 50 feet of sheet pile installation and ramp construction. Settlement monitoring points shall be installed on the face of the building closest to the work and shall be located along the face of the building at a maximum spacing of 30 feet on center. C. The Contractor shall develop a Settlement Monitoring Plan and submit the monitoring plan for approval. At a minimum, the Settlement Monitoring Plan shall include: 1. The proposed type(s) of instruments to be used. 2. The proposed instrument locations in plan and elevation. Sketches or drawings shall be provided showing the locations in plan. 3. Detailed step-by-step installation procedures, including post- installation acceptance tests, and sample installation record sheets. 4. The installation schedule. 5. The monitoring schedule. D. The Contractor shall: 1. Furnish components of instrumentation to be installed during construction. 2. Install instruments. 3. Protect and maintain all instruments. Repair or replace damaged or inoperative instruments. 4. Collect, reduce, plot, and report data. 5. Interpret data. 6. Implement response actions based on interpretations of monitoring program data. Response actions shall consist of modifications to means and methods as needed to reduce vibrations and settlements. 7. Provide safe access to all of the instruments for the Engineer to perform confirmatory readings independent of the Contractor's monitoring program. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 8. Remove identified instruments at the end of construction and restore site of instrumentation installation. E. Maintain and protect all instruments. Repair or replace damaged instruments at no additional cost to the City. The Engineer will be the sole judge of whether repair or replacement is required. The Engineer may impose a work stoppage in the vicinity of the damaged instrument until it is again operational, at no additional cost to the City. F. Do not disclose instrumentation data to third parties and do not publish the data without the prior acceptance and written consent of the City. 3.2 SCHEDULING WORK A. Obtain formal initial readings for the newly installed DMPs within 45 days of the notice to proceed and at least 14 days before construction activities come to within 100 feet the instruments. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Notify the Engineer at least 24 hours prior to installing each instrument. B. As each instrument is installed, prepare an installation record sheet including appropriate items from the following list: 1. Project name. 2. Contract name and number. 3. Instrument type and number. 4. Planned horizontal position and elevation. 5. Personnel responsible for installation. 6. Date and time of start and completion. 7. Measurements or readings taken during installation. 8. As-installed location in horizontal position and elevation. 9. Weather conditions at the time of installation. 10. Problems encountered, delays, unusual features of the installation and details of any events that may have a bearing on instrument behavior. 3.4 INSTALLATION OF DEFORMATION MONITORING POINTS A. Install the DMPs in accordance with the Contractor's approved Settlement Monitoring Plan. B. Where the DMP is to be installed in masonry construction, locate the DMP in the mortar between masonry units. C. Determine the as-installed location in horizontal position to an accuracy of +/- 0.03 foot and in elevation to an accuracy of +/- 0.01 foot. D. Obtain formal initial readings (FIRS) on all installed instruments for use as the baseline reference for the instrument. The FIR for a DMP will consist of the average of two survey measurements of elevation or horizontal offset with two independent set-ups. Where applicable, the initial readings shall be taken after allowing sufficient time for the grout or epoxy to set. Each reading other than the FIR shall consist of a single set of survey measurements. Reference all elevation readings to the same benchmark. Reading accuracy shall be +/-0.01 foot. Report elevations to the nearest 0.001 foot. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 3.5 DATA COLLECTION A. At a minimum, the monitoring schedule for each DMP shall include: 1. FIR 2. Monthly until construction begins within 100 feet of the DMP. 3. Perform one reading immediately prior to start of construction within 100 feet of the DMP. 4. After construction beings with 100 feet of the DMP, the reading frequency shall be as follows: a. Twice daily (midway through the shift and end of shift) for points within 50 feet of sheet pile installation and once daily for points within 50 feet of ramp construction or levee fill placement. b. Daily for points greater than 50 feet but less than 100 feet of sheet pile installation, ramp construction, or levee fill placement. c. Monthly for points more than 100 feet from sheet pile installation, ramp construction, or levee fill placement. 5. If readings exceed the threshold values provided in this Section, readings shall be taken at least twice daily until the readings have stabilized to the satisfaction of the Engineer. 6. Final readings for an instrument shall not be taken until all construction within 200 feet of the instrument has been completed for at least 30 days. B. Maintain safe access to the instrumentation at all times. C. Immediately after taking a reading, compare it with the previous reading of that instrument. If a significant change has occurred, take a second reading for verification. D. Record data on field data records including at least the following: 1. Project name. 2. Contract name and number. 3. Instrument type. 4. Date and time. 5. Observer. 6. Instrument number. 7. Readings. 8. Remarks. 9. Visual observations including instrument condition or damage. E. Other data including weather, temperature, and construction activities. F. Documentation of any instruments replaced or repaired. 3.5 DATA PROCESSING, PLOTTING AND REPORTING A. Provide all data in the form of both daily hard copy data reports and electronic data and plot files no later than 4:00 p.m. P.S.T. on the day after the data are collected. B. If data indicates that a Response Value (Threshold or Limiting Value) has been exceeded, notify the Engineer immediately and initiate the response action(s). C. All plots shall conform to the following guidelines: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 1. Choose scales so that observations fill the space available, but do not use exaggerated scales that would magnify minor changes to make them appear alarmingly large. 2. Plots shall be slightly darker than the underlying grid, so that when copied both are visible but the plot stands out. Data points shall be visible. 3. Plot elevations and depths on the vertical axis. 4. Plots shall be self-explanatory. Show project name, contract name and number, the type of instrument, the instrument identification, the scale and units of measurement, and the time of measurement. 5. All instruments installed on the same building shall be included on the same plot. 6. Maintain consistency of scales so that plots can be compared. 7. Use symbols, distinguishable when copied in black and white, to distinguish between different instruments on the same plot. 8. Whenever possible, summary plots shall be on a single sheet of 8- 1/2-inch by 11-inch paper. D. Plots of DMPs shall show the change in vertical or horizontal displacement versus time. Identify the meaning of sign conventions (i.e., "-" indicates settlement, +" indicates heave) on the plots. 3.7 INTERPRETATION AND IMPLEMENTATION OF DATA A. The Contractor shall make its own interpretation of the data. B. The Threshold Value and Limiting Value shall be defined collectively as Response Values. Response Values for DMPs on Buildings include: 1. Threshold Value - 0.3 inch vertical displacement 2. Limiting Value - 0.5 inch vertical displacement 3. Response Values are subject to adjustment by the Engineer as indicated by prevailing conditions or circumstances. C. If the Threshold Value is reached: 1. Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Provide the Engineer with an up-to-date report within 24 hours of obtaining a reading indicating that the Threshold Value has been reached. Include raw, reduced and plotted data for all instruments for which the Threshold Value has been reached, and for any other instruments requested by the Engineer. 4. Provide a daily report to the Engineer until all instrument readings fall below the specified Threshold values, or unless otherwise directed by the Engineer. D. The Engineer may require the Contractor to initiate one or more of the following response actions if the Threshold Value is reached: 1. Increase instrument monitoring frequencies. 2. Install and monitor additional instruments. 3. Modify construction procedures. E. If the Limiting Value is reached: 1. Immediately notify the Engineer. 2. Meet with the Engineer to discuss response action(s). 3. Implement the agreed-upon response actions. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 F. If a Limiting Value is reached, the Contractor may be directed to suspend activities in the affected area with the exception of those actions necessary to avoid exceeding the Limiting Value. G. The Engineer may also interpret instrumentation data and make interpretations available to the Contractor. This does not relieve the Contractor from the requirement to make its own interpretation, notify the Engineer, and take steps to protect persons and property. Do not wait for, or rely on, receipt of the Engineer's interpretation to identify when Threshold or Limiting Values have been exceeded, or to begin preparations for response actions. 3.8 DISPOSITION OF INSTRUMENTS A. All instruments shall be removed and the instrumentation location shall be restored and repaired within 60 days of completing final readings as specified herein. END OF SECTION Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 SECTION 02150 SHEET PILE INSTALLATION TEST PROGRAM PART 1 GENERAL 1.0 SUMMARY A. The work of this Section includes, but is not limited to, providing all labor, materials, tools, equipment, and incidentals necessary for performing a sheet pile installation test program, in accordance with the Contract Documents. B. The work of this section includes, but is not limited to, the following activities: 1. Preparing a Sheet Pile Installation Test Program Plan 2. Installing seismographs and settlement monitoring points 3. Surveying the as-installed locations of the sheet piles, seismographs, and settlement monitoring points 4. Surveying the settlement monitoring points before, during, and after installing the test piles 5. Monitoring seismographs during installation of the test piles 6. Removing instrumentation 7. Preparing a Sheet Pile Installation Test Summary Report 1.2 SUBMITTALS A. Within 21 days after the Notice to Proceed, submit a Sheet Pile Installation Test Program Plan as specified herein for approval by the Engineer. At a minimum, the plan shall include: 1. The location of the proposed sheet pile test line, and the proposed sheet pile pair identification system. 2. Details of the equipment and procedures to be used for sheet pile installation. 3. The type of settlement monitoring points to be used and installation details. 4. Seismograph model and installation details. 5. Plan showing the proposed location of the sheet pile test line, proposed locations of the settlement monitoring points, and proposed locations of the seismographs. 6. The test program schedule. 7. Proposed format for tabulating and plotting settlement monitoring point survey data. At a minimum, data plots shall include (1) a summary plot of all monitoring points showing elevation on the vertical axis versus distance from the line of the sheet piles on the horizontal axis and (2) plots for individual monitoring points showing elevation on the vertical axis versus time on the horizontal axis. B. Within 5 days of installing the last sheet pile in the proposed test line submit a Sheet Pile Installation Test Summary Report. The report shall include: Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 1. Installation details for settlement monitoring points and seismographs. Include a description of the settlement monitoring point material and installation details. Include the seismograph model, serial numbers, and calibration certificates, and provide a sketch or photographs showing the method of anchoring the seismograph to the ground. 2. An AutoCAD drawing using CIVIL 3D 2013 or later showing the relative locations of the sheet piles installed, the settlement monitoring points, and the seismographs. The locations shown shall be based on survey of the locations to the nearest 0.1 foot. Provide the drawing both printed and electronically. 3. Raw and reduced data both printed and electronically. 4. Plots of data both printed and electronically. 5. Details of the sheet pile installation including specifications and applicable catalog cuts for the vibratory hammer. 6. Description of test program. At a minimum, the description shall include: • Details of pile installation equipment and key operating parameters. • Sequence of sheet pile installation. Include the pile I.D., location, all start and stop times, and depth of pile at each stop. • Sequence of data collection including the time data was collected. 1.3 QUALIFICATIONS A. Instrumentation Supervisor: The Instrumentation Supervisor shall be in charge of the instrumentation installation and monitoring program and full-time on site during the installation and monitoring. The Instrumentation Supervisor shall have at least 3 years of direct field experience in installation and monitoring of the instrument types specified herein. B. Chief Surveyor: The Chief Surveyor shall be a Registered Land Surveyor with a minimum of 3 years of experience in displacement measurements of the types and accuracies specified in accordance with this Section. C. Field Survey Party Chief: The Field Survey Party Chief shall have a minimum of one year of experience in displacement survey measurement of the types and accuracies specified herein in accordance with this Section. PART 2 PRODUCTS 2.1 GENERAL A. Furnish all installation tools, materials, and miscellaneous instrumentation components. B. All measurements shall be in U.S. Customary Units, (for example U.S. Survey feet, hundredths of a foot, and pounds). C. The horizontal reference datum shall be NAD83/91. The vertical reference datum shall be NAVD88. Both the horizontal and vertical datums will be referenced to two or more City of Kent control points. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 2.2 SETTLEMENT MONITORING POINTS A. Settlement monitoring points shall consist of one of the following: 1. 30-inch-long, No. 8 rebar with an observable point, punch-marked on the top horizontal surface. 2. 30-inch-long, wooden stake. The cross section of the stake shall be approximately square with a minimum side dimension of 1.5- inches. The bottom of the stake shall be provided with a point, and a PK nail shall be installed in the top of the stake. The PK nail shall be installed after the stake is installed. 2.3 SEISMOGRAPH A. Provide seismographs in accordance with Section 01860, Construction Noise and Vibration Control. Seismographs shall be the same model to be used for vibration monitoring in accordance with Section 01860. B. Factory calibration: provide factory calibrations for each instrument. The seismograph shall have been calibrated within the last 12 months. PART 3 EXECUTION 3.1 TEST PROGRAM REQUIREMENTS A. Sheet pile installation test program shall include instrumentation, installation, and monitoring for a line of sheet piles installed for the floodwall. Test pile installation details shall include: 1. The line of test piles shall be selected prior to the start of construction and shall be identified in the Sheet Pile Installation Test Program Plan. 2. The line of test sheet piles shall be production sheet piles as shown on the drawings and shall be incorporated into the final work. The line of test sheet piles shall be within the first 200 feet of production sheet piles installed under this contract. 3. The line of test piles shall be at least 50 feet long and located at least 50 feet away from the nearest building. 4. Sheet piles shall be installed using the proposed equipment and procedures to be used for sheet pile installation near the existing buildings. 5. The Contractor shall develop a numbering system to identify individual sheet pile pairs in the test line. The identification system shall be described in the Sheet Pile Installation Test Program Plan. 6. The horizontal location of the sheet pile test line shall be surveyed after installation. At a minimum, the beginning, midpoint, and end of the test line shall be surveyed. 7. Settlement monitoring points shall be installed to monitor ground settlement near the sheet pile test line and shall meet the following requirements: a. A line of settlement monitoring points shall be installed perpendicular to the midpoint of the line of test sheet piles. Settlement monitoring points should be installed at about 5 foot spacing along a line and should extend at least 30 feet from the sheet piles. b. Rebar or wooden stakes used for settlement monitoring should be driven into undisturbed soil to a depth of at least 24 inches. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 C. Settlement monitoring points shall be installed and the horizontal location and elevation of the settlement monitoring points shall be surveyed prior to installing sheet piles within 100 feet of the settlement monitoring points. Upon installation the elevation of the survey points shall be computed as the average of two survey measurements obtained with independent set-ups. d. The elevation of the settlement monitoring points shall be resurveyed immediately prior to the start of driving the line of test piles. The elevation of the survey points shall also be measured twice using independent survey set-ups and averaged. B. Seismographs shall be installed to monitor ground vibrations during driving of the test line and shall meet the following requirements: 1. A line of seismographs shall be installed perpendicular to the sheet piles, along the same line as the settlement monitoring points. The line of seismographs should contain at least 3 seismographs spaced on about 10 foot centers from the sheet piles. 2. The seismographs shall be installed prior to driving the first sheet pile in the sheet pile test line. 3. The seismographs shall be firmly set in undisturbed soil. Provide sandbags or other anchorage as required to ensure that the seismograph is fully anchored to the ground. 4. The seismograph batteries shall be fully charged prior to installation, and the seismographs shall be tested immediately prior to the start of the test pile installation to ensure they are functioning correctly. The seismographs shall be set to run continuously while each sheet pile in the test line is installed, including during hammer startup and shutdown. C. All horizontal survey shall be performed to the nearest 0.1 foot and all vertical survey shall be performed to the nearest 0.01 foot. 3.2 SHEET PILE INSTALLATION AND MONITORING A. Sheet piles in the test line shall be installed using the same equipment, procedures, and driving pattern to be used for installing sheet piles near existing buildings. The contractor shall keep accurate records of all start and stop times for each sheet pile pair in the test line. If driving is stopped for any reason before a sheet pile pair reaches its target depth, the contractor shall record the pile embedment at which the pile was stopped. B. If unusual driving conditions or obstructions are encountered, the contractor shall document the time unusual conditions or obstructions were encountered, the duration of unusual driving conditions or time spent passing the obstruction, and the sheet pile pair(s) where the unusual driving conditions or obstruction were encountered. C. Vibrations shall be monitored continuously during sheet pile driving including hammer startup and shutdown. At a minimum, the Contractor shall review the vibration data after 25%, 50%, and 75% of the test line wall area (includes partially and fully installed sheet piles) has been installed and shall adjust the installation procedures and equipment as required to minimize ground vibrations and not exceed the limits specified for buildings. Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 D. At a minimum, the elevation of all settlement monitoring points shall be surveyed after 25%, 50%, and 75% of the test line wall area (includes partially and fully installed sheet piles) has been installed. If sheet pile installation is to be stopped for more than two hours, the Contractor shall survey all of the settlement monitoring points and shall record the sheet pile embedment depth before sheet pile installation resumes. E. Final elevation survey of all settlement monitoring points shall be performed after all sheet piles within 50 feet of the line of settlement monitoring points have been installed. 3.3 SCHEDULING WORK A. Notify the Engineer a minimum of 48 hours prior to installing settlement monitoring points. B. Notify the Engineer a minimum of 48 hours prior to starting the sheet pile installation test program. 3.4 DISPOSITION OF INSTRUMENTS A. All settlement monitoring points shall be removed and disposed of within 15 days of completing final readings as specified herein. END OF SECTION Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl April 30, 2024 Project Number: 24-3012 PROJECT PERMITS Hydraulic Project Approvals East Smith Street to East James Street Little Property Kent Memorial Park Reach SEPA East Smith Street to East James Street Little Property Kent Memorial Park Reach Construction Stormwater General Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A - 7 April 30, 2024 Project Number:24-3012 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent, Public Works Department ATTENTION: Melissa Dahl 220 4th Ave S Kent, WA 98032-5895 Project Name: Mill Creek Reestablishment Project- Kent Memorial Park Reach Project Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to naturally transport, which has impacted the creeks habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal, removal of invasive plants, and planting of native plants. PROVISIONS 1. This FIVE-YEAR, STANDARD Hydraulic Project Approval (HPA) is issued for sediment removal from Mill Creek, including: A. Removal of approximately 1000 cubic yards (CY) of accumulated sediment and invasive vegetation from the channel within a 1000 linear foot(LF) length of channel; B. Removal of up to five (5)trees from the riparian area. Trees may be retained for future use as large woody material for mitigation associated with this project area; C. Installation of native plantings in the riparian area for the benefit of fish life, as shown in the approved mitigation plans. NOTE: This project takes place along Mill Creek(a tributary to Springbrook Creek, which is known to support fish life, including Coho, Steelhead, Sea Run Cutthroat, and Resident Trout. NOTE: This application is one of three (3)applications from City of Kent for sediment removal work along adjacent reaches of Mill Creek. The two other projects are permitted separately through applications 33824 and 34068. The mitigation agreement for the sum total of the impacts associated with the three projects includes the City's planned stream realignment and floodplain reconnection of Mill Creek, detailed in the document, entitled, "Little Channel Floodplain Reconnection Memo.pdf," submitted March 6, 2024. The City of Kent must apply for a separate HPA for the stream realignment and riparian restoration work within 3 years of receiving this HPA(by March 19, 2027). The City of Kent must construct the project and install all riparian plantings within 5 years of receiving this HPA(by March 19, 2029). 2. TIMING - PLANS - INVASIVE SPECIES CONTROL Page 1 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 3. TIMING LIMITATIONS: You may begin the project immediately and must complete the project by March 19, 2029, provided all work below the Ordinary High Water Line (OHWL) must occur between June 16 and September 15 of a given year. 4. APPROVED PLANS: Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW)entitled, "13-3002 Mill Creek Reestablishment- KMP reach.pdf' submitted February 14, 2024, the mitigation plans, entitled "HPA planting plan.pdf," submitted March 6, 2024, and all supporting documents and communications uploaded to the Aquatic Protection Permitting System (APPS) project file; except as modified by this HPA. You must have a copy of these plans available on site during all phases of the project construction. 5. INVASIVE SPECIES CONTROL: Follow Level 1 Decontamination protocol for low risk locations. Thoroughly remove visible dirt and organic debris from all equipment and gear(including drive mechanisms, wheels, tires, tracks, buckets and undercarriage) before arriving and leaving the job site to prevent the transport and introduction of invasive species. Properly dispose of any water and chemicals used to clean gear and equipment. For contaminated or high risk sites please refer to the Level 2 Decontamination protocol. You can find this and additional information in the Washington Department of Fish and Wildlife's "Invasive Species Management Protocols", available online at http://wdfw.wa.gov/publications/search.php?Cat=Aquatic Invasive Species. NOTIFICATION REQUIREMENTS 6. PRE-AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the Washington Department of Fish and Wildlife by e-mail at HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-2946 at least one business day before starting work, and again within one month after completing the work. The notification must include the permittee's name, project location, starting date for work or date the work was completed, and the permit number. The Washington Department of Fish and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and Wildlife will notify you or your agent before conducting the inspection. 7. PHOTOGRAPHS: You, your agent, or contractor must take photographs of the job site before the work begins and after the work is completed. You must upload the photographs to the post-permit requirement page in the Aquatic Protection Permitting System (APPS)or mail them to Washington Department of Fish and Wildlife at Post Office Box 43234, Olympia, Washington 98504-3234 within 30-days after the work is completed. STAGING, JOB SITE ACCESS, AND EQUIPMENT 8. Station and operate equipment used for this project on the road or road shoulder. 9. Equipment used for this project may operate waterward of the ordinary high water line, provided the drive mechanisms (wheels, tracks, tires, etc.) do not enter or operate waterward of the ordinary high water line. 10. Check equipment daily for leaks and complete any required repairs in an upland location before using the equipment in or near the water. 11. Limit the removal of native bankline vegetation to the minimum amount needed to construct the project, including no greater than the five (5)trees identified to be removed in email correspondence, entitled, "RE 2024 Mill Creek Reestablishment .txt," dated March 19, 2024. CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 12. Protect all disturbed areas from erosion. Maintain erosion and sediment control until all work and cleanup of the job site is complete. 13. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials. 14. Straw used for erosion and sediment control, must be certified free of noxious weeds and their seeds. 15. Stop all hydraulic project activities except those needed to control erosion and siltation, if flow conditions arise that will result in erosion or siltation of waters of the state. Page 2 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 16. Deposit waste material from the project, such as construction debris, silt, excess dirt, or overburden, in an upland area above the limits of anticipated floodwater unless the material is approved by the Washington Department of Fish and Wildlife for reuse in the project. 17. Deposit all trash from the project at an appropriate upland disposal location. IN-WATER WORK AREA ISOLATION USING A TEMPORARY BYPASS 18. Use the least-impacting feasible method to temporarily bypass water from the work area. Consider the physical characteristics of the site and the anticipated volume of water flowing through the work area. 19. Install the temporary bypass before starting other construction work in the wetted perimeter. 20. Return diverted water to the channel immediately downstream of the work area. Dissipate flow energy from the diversion to prevent scour or erosion of the channel and bank. 21. If the bypass is a pumped diversion, once started it must run continuously until it is no longer necessary to bypass flows. This requires back-up pumps on-site and twenty-four-hour monitoring for overnight operation. 22. If the diversion inlet is a pump diversion in a fish-bearing stream, the pump intake structure must have a fish screen installed, operated, and maintained in accordance with RCW 77.57.010 and 77.57.070. Screen the pump intake with one of the following: a) Perforated plate: 0.094 inch (maximum opening diameter); b) Profile bar: 0.069 inch (maximum width opening); or c)Woven wire: 0.087 inch (maximum opening in the narrow direction). The minimum open area for all types of fish screens is twenty-seven percent. The screened intake facility must have enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Maintain fish screens to prevent injury or entrapment of fish. 23. The fish screen must remain in place whenever water is withdrawn from the stream through the pump intake. SEDIMENT REMOVAL 24. Work in the dry water-course (when no natural flow is occurring in the channel, or when flow is diverted around the job site). 25. Accomplish dredging by starting at the upstream end of the job site boundary and working downstream. 26. Limit dredging to the removal of fallen debris or contaminated soils as needed. Avoid disturbance to the banks. A vactor truck is authorized for debris removal. 27. Sediment/vegetation removal must result in no expansion of the watercourse beyond the original depth and width. 28. Dispose of dredged bed materials outside the flood plain so materials will not reenter waters of the state. DEMOBILIZATION AND CLEANUP 29. Replant the job site with the plant species composition and planting densities approved by the Washington Department of Fish and Wildlife, as shown in the approved mitigation plans, entitled, "HPA planting plan.pdf," submitted March 6, 2024. 30. Complete replanting of riparian vegetation during the first dormant season (late fall through late winter) after project completion per the approved plan. Maintain plantings for at least three years to ensure at least eighty percent of the plantings survive. Failure to achieve the eighty percent survival in year three will require you to submit a plan with follow-up measures to achieve requirements or reasons to modify requirements. 31. Seed areas disturbed by construction activities with a native seed mix suitable for the site that has at least one quick-establishing plant species. 32. Replace native riparian zone and aquatic vegetation, and wetland vascular plants (except noxious weeds)damaged or destroyed by construction using a proven methodology. Page 3 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 33. Upon completion of the project, remove all materials or equipment from the site and dispose of all excess spoils and waste materials in an upland area above the limits of anticipated floodwater. 34. Remove temporary erosion and sediment control methods after job site is stabilized or within three months of project completion, whichever is sooner. LOCATION #1: Site Name: Southern end of project area „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: SW 1/4 18 22 N 05 E 47.390491 -122.228008 King Location #1 Driving Directions LOCATION #2: Site Name: Northern end of project area „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: SE 1/4 13 22 N 04 E 47.392844 -122.228823 King Location#2 Driving Directions APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. Page 4 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person (s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in civil action against you, including, but not limited to, a stop work order or notice to comply, and/or a gross misdemeanor criminal charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s) to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must use the Major Modification process described below. Any approved minor modification will require issuance of a letter documenting the approval. A minor modification to the required work timing means any change to the work start or end dates of the current work season to enable project or work phase completion. Minor modifications will be approved only if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send your written request by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may email your request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. Page 5 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. Page 6 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-139+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34079 Habitat Biologist JuIian.Douglas@dfw.wa.gov for Director � r Julian Douglas 206-584-9808 WDFW Page 7 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent, Public Works Department ATTENTION: Melissa Dahl 220 4th Ave S Kent, WA 98032-5895 Project Name: Mill Creek Reestablishment- Little Property Excavation Project Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to naturally transport, which has impacted the creek's habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal. PROVISIONS 1. This FIVE-YEAR, STANDARD Hydraulic Project Approval (HPA) is issued for sediment removal from Mill Creek, including: A. Removal of approximately 1400 cubic yards (CY) of accumulated sediment and invasive vegetation from the channel within a 1300 linear foot(LF) length of channel; B. Removal of up to twelve (12)trees from the riparian area. Trees may be retained for future use as large woody material for mitigation associated with this project area; C. Installation of native plantings in the riparian area for the benefit of fish life, as shown in the approved mitigation plans. NOTE: This project takes place along Mill Creek(a tributary to Springbrook Creek, which is known to support fish life, including Coho, Steelhead, Sea Run Cutthroat, and Resident Trout. NOTE: This application is one of three (3)applications from City of Kent for sediment removal work along adjacent reaches of Mill Creek. The two other projects are permitted separately through applications 34068 and 34079. The mitigation agreement for the sum total of the impacts associated with the three projects includes the City's planned stream realignment and floodplain reconnection of Mill Creek, detailed in the document, entitled, "Little Channel Floodplain Reconnection Memo.pdf," submitted March 6, 2024. The City of Kent must apply for a separate HPA for the stream realignment and riparian restoration work within 3 years of receiving this HPA(by March 19, 2027). The City of Kent must construct the project and install all riparian plantings within 5 years of receiving this HPA(by March 19, 2029). 2. TIMING - PLANS - INVASIVE SPECIES CONTROL Page 1 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 3. TIMING LIMITATIONS: You may begin the project immediately and must complete the project by March 19, 2029, provided all work below the Ordinary High Water Line (OHWL) must occur between June 16 and September 15 of a given year. 4. APPROVED PLANS: Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW)entitled, 13-3002 - Mill Creek Little.pdf," submitted February 5, 2024, the mitigation plans, entitled "HPA planting plan.pdf," submitted March 6, 2024, and all supporting documents and communications uploaded to the Aquatic Protection Permitting System (APPS) project file; except as modified by this HPA. You must have a copy of these plans available on site during all phases of the project construction. 5. INVASIVE SPECIES CONTROL: Follow Level 1 Decontamination protocol for low risk locations. Thoroughly remove visible dirt and organic debris from all equipment and gear(including drive mechanisms, wheels, tires, tracks, buckets and undercarriage) before arriving and leaving the job site to prevent the transport and introduction of invasive species. Properly dispose of any water and chemicals used to clean gear and equipment. For contaminated or high risk sites please refer to the Level 2 Decontamination protocol. You can find this and additional information in the Washington Department of Fish and Wildlife's "Invasive Species Management Protocols", available online at http://wdfw.wa.gov/publications/search.php?Cat=Aquatic Invasive Species. NOTIFICATION REQUIREMENTS 6. PRE-AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the Washington Department of Fish and Wildlife by e-mail at HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-2946 at least one business day before starting work, and again within one month after completing the work. The notification must include the permittee's name, project location, starting date for work or date the work was completed, and the permit number. The Washington Department of Fish and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and Wildlife will notify you or your agent before conducting the inspection. 7. PHOTOGRAPHS: You, your agent, or contractor must take photographs of the job site before the work begins and after the work is completed. You must upload the photographs to the post-permit requirement page in the Aquatic Protection Permitting System (APPS)or mail them to Washington Department of Fish and Wildlife at Post Office Box 43234, Olympia, Washington 98504-3234 within 30-days after the work is completed. STAGING, JOB SITE ACCESS, AND EQUIPMENT 8. Station and operate equipment used for this project on the road or road shoulder. 9. Equipment used for this project may operate waterward of the ordinary high water line, provided the drive mechanisms (wheels, tracks, tires, etc.) do not enter or operate waterward of the ordinary high water line. 10. Check equipment daily for leaks and complete any required repairs in an upland location before using the equipment in or near the water. 11. Limit the removal of native bankline vegetation to the minimum amount needed to construct the project, including no greater than the five (5)trees identified to be removed in email correspondence, entitled, "RE 2024 Mill Creek Reestablishment .txt," dated March 19, 2024. CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 12. Protect all disturbed areas from erosion. Maintain erosion and sediment control until all work and cleanup of the job site is complete. 13. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials. 14. Straw used for erosion and sediment control, must be certified free of noxious weeds and their seeds. 15. Stop all hydraulic project activities except those needed to control erosion and siltation, if flow conditions arise that will result in erosion or siltation of waters of the state. 16. Deposit waste material from the project, such as construction debris, silt, excess dirt, or overburden, in an upland Page 2 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 area above the limits of anticipated floodwater unless the material is approved by the Washington Department of Fish and Wildlife for reuse in the project. 17. Deposit all trash from the project at an appropriate upland disposal location. IN-WATER WORK AREA ISOLATION USING A TEMPORARY BYPASS 18. Use the least-impacting feasible method to temporarily bypass water from the work area. Consider the physical characteristics of the site and the anticipated volume of water flowing through the work area. 19. Install the temporary bypass before starting other construction work in the wetted perimeter. 20. Return diverted water to the channel immediately downstream of the work area. Dissipate flow energy from the diversion to prevent scour or erosion of the channel and bank. 21. If the bypass is a pumped diversion, once started it must run continuously until it is no longer necessary to bypass flows. This requires back-up pumps on-site and twenty-four-hour monitoring for overnight operation. 22. If the diversion inlet is a pump diversion in a fish-bearing stream, the pump intake structure must have a fish screen installed, operated, and maintained in accordance with RCW 77.57.010 and 77.57.070. Screen the pump intake with one of the following: a) Perforated plate: 0.094 inch (maximum opening diameter); b) Profile bar: 0.069 inch (maximum width opening); or c)Woven wire: 0.087 inch (maximum opening in the narrow direction). The minimum open area for all types of fish screens is twenty-seven percent. The screened intake facility must have enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Maintain fish screens to prevent injury or entrapment of fish. 23. The fish screen must remain in place whenever water is withdrawn from the stream through the pump intake. SEDIMENT REMOVAL 24. Work in the dry water-course (when no natural flow is occurring in the channel, or when flow is diverted around the job site). 25. Accomplish dredging by starting at the upstream end of the job site boundary and working downstream. 26. Limit dredging to the removal of fallen debris or contaminated soils as needed. Avoid disturbance to the banks. A vactor truck is authorized for debris removal. 27. Sediment/vegetation removal must result in no expansion of the watercourse beyond the original depth and width. 28. Dispose of dredged bed materials outside the flood plain so materials will not reenter waters of the state. DEMOBILIZATION AND CLEANUP 29. Replant the job site with the plant species composition and planting densities approved by the Washington Department of Fish and Wildlife, as shown in the approved mitigation plans, entitled, "HPA planting plan.pdf," submitted March 6, 2024. 30. Complete replanting of riparian vegetation during the first dormant season (late fall through late winter) after project completion per the approved plan. Maintain plantings for at least three years to ensure at least eighty percent of the plantings survive. Failure to achieve the eighty percent survival in year three will require you to submit a plan with follow-up measures to achieve requirements or reasons to modify requirements. 31. Seed areas disturbed by construction activities with a native seed mix suitable for the site that has at least one quick-establishing plant species. 32. Replace native riparian zone and aquatic vegetation, and wetland vascular plants (except noxious weeds)damaged or destroyed by construction using a proven methodology. 33. Upon completion of the project, remove all materials or equipment from the site and dispose of all excess spoils Page 3 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 and waste materials in an upland area above the limits of anticipated floodwater. 34. Remove temporary erosion and sediment control methods after job site is stabilized or within three months of project completion, whichever is sooner. LOCATION #1: Site Name: Southern end of project area „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: SW 1/4 18 22 N 05 E 47.386743 -122.228152 King Location#1 Driving Directions LOCATION #2: Site Name: Northern end of project area „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: SW 1/4 18 22 N 05 E 47.390503 -122.228022 King Location #2 Driving Directions APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. Page 4 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person (s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in civil action against you, including, but not limited to, a stop work order or notice to comply, and/or a gross misdemeanor criminal charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s) to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must use the Major Modification process described below. Any approved minor modification will require issuance of a letter documenting the approval. A minor modification to the required work timing means any change to the work start or end dates of the current work season to enable project or work phase completion. Minor modifications will be approved only if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send your written request by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may email your request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. Page 5 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. Page 6 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-137+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 33824 Habitat Biologist JuIian.Douglas@dfw.wa.gov for Director � r Julian Douglas 206-584-9808 WDFW Page 7 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent, Public Works Department ATTENTION: Melissa Dahl 220 4th Ave S Kent, WA 98032-5895 Project Name: Mill Creek Reestablishment Project- East Smith Street to East James Street Project Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to naturally transport, which has impacted the creek's habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal, removal of invasive plants, and planting of native plants. PROVISIONS 1. This FIVE-YEAR, STANDARD Hydraulic Project Approval (HPA) is issued for sediment removal from Mill Creek, including: A. Removal of approximately 1400 cubic yards (CY) of accumulated sediment and invasive vegetation from the channel within a 1100 linear foot(LF) length of channel; B. Installation of a new, full-span pedestrian bridge, to include: i. 52-foot long span, 10-foot wide design, with at least 2.5 feet of freeboard over the 100-year flood elevation, AND; ii. Bridge decking to be constructed with composite, grated decking. C. Installation of native plantings in the riparian area for the benefit of fish life, as shown in the approved mitigation plans. NOTE: This project takes place along Mill Creek(a tributary to Springbrook Creek, which is known to support fish life, including Coho, Steelhead, Sea Run Cutthroat, and Resident Trout. NOTE: This application is one of three (3)applications from City of Kent for sediment removal work along adjacent reaches of Mill Creek. The two other projects are permitted separately through applications 33824 and 34079. The mitigation agreement for the sum total of the impacts associated with the three projects includes the City's planned stream realignment and floodplain reconnection of Mill Creek, detailed in the document, entitled, "Little Channel Floodplain Reconnection Memo.pdf," submitted March 6, 2024. The City of Kent must apply for a separate HPA for the stream realignment and riparian restoration work within 3 years of receiving this HPA(by March 19, 2027). The City of Kent must construct the project and install all riparian plantings within 5 years of receiving this HPA(by March 19, Page 1 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 2029). 2. TIMING - PLANS - INVASIVE SPECIES CONTROL 3. TIMING LIMITATIONS: You may begin the project immediately and must complete the project by March 19, 2029, provided all work below the Ordinary High Water Line (OHWL) must occur between June 16 and September 15 of a given year. 4. APPROVED PLANS: Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW)entitled, "13-3002 Mill Creek Reestablishment_excavation.pdf," submitted February 5, 2024, the pedestrian bridge plans, entitled, "Kennebeck Bridge.pdf," submitted February 5, 2024, the mitigation plans, entitled "HPA planting plan.pdf,"submitted March 6, 2024, and all supporting documents and communications uploaded to the Aquatic Protection Permitting System (APPS) project file; except as modified by this HPA. You must have a copy of these plans available on site during all phases of the project construction. 5. INVASIVE SPECIES CONTROL: Follow Level 1 Decontamination protocol for low risk locations. Thoroughly remove visible dirt and organic debris from all equipment and gear(including drive mechanisms, wheels, tires, tracks, buckets and undercarriage) before arriving and leaving the job site to prevent the transport and introduction of invasive species. Properly dispose of any water and chemicals used to clean gear and equipment. For contaminated or high risk sites please refer to the Level 2 Decontamination protocol. You can find this and additional information in the Washington Department of Fish and Wildlife's "Invasive Species Management Protocols", available online at http://wdfw.wa.gov/publications/search.php?Cat=Aquatic Invasive Species. NOTIFICATION REQUIREMENTS 6. PRE-AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the Washington Department of Fish and Wildlife by e-mail at HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-2946 at least one business day before starting work, and again within one month after completing the work. The notification must include the permittee's name, project location, starting date for work or date the work was completed, and the permit number. The Washington Department of Fish and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and Wildlife will notify you or your agent before conducting the inspection. 7. PHOTOGRAPHS: You, your agent, or contractor must take photographs of the job site before the work begins and after the work is completed. You must upload the photographs to the post-permit requirement page in the Aquatic Protection Permitting System (APPS)or mail them to Washington Department of Fish and Wildlife at Post Office Box 43234, Olympia, Washington 98504-3234 within 30-days after the work is completed. STAGING, JOB SITE ACCESS, AND EQUIPMENT 8. Station and operate equipment used for this project on the road or road shoulder. 9. Equipment used for this project may operate waterward of the ordinary high water line, provided the drive mechanisms (wheels, tracks, tires, etc.) do not enter or operate waterward of the ordinary high water line. 10. Check equipment daily for leaks and complete any required repairs in an upland location before using the equipment in or near the water. 11. Limit the removal of native bankline vegetation to the minimum amount needed to construct the project. CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 12. Protect all disturbed areas from erosion. Maintain erosion and sediment control until all work and cleanup of the job site is complete. 13. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials. 14. Straw used for erosion and sediment control, must be certified free of noxious weeds and their seeds. 15. Stop all hydraulic project activities except those needed to control erosion and siltation, if flow conditions arise that Page 2 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 will result in erosion or siltation of waters of the state. 16. Deposit waste material from the project, such as construction debris, silt, excess dirt, or overburden, in an upland area above the limits of anticipated floodwater unless the material is approved by the Washington Department of Fish and Wildlife for reuse in the project. 17. Deposit all trash from the project at an appropriate upland disposal location. IN-WATER WORK AREA ISOLATION USING A TEMPORARY BYPASS 18. Use the least-impacting feasible method to temporarily bypass water from the work area. Consider the physical characteristics of the site and the anticipated volume of water flowing through the work area. 19. Install the temporary bypass before starting other construction work in the wetted perimeter. 20. Return diverted water to the channel immediately downstream of the work area. Dissipate flow energy from the diversion to prevent scour or erosion of the channel and bank. 21. If the bypass is a pumped diversion, once started it must run continuously until it is no longer necessary to bypass flows. This requires back-up pumps on-site and twenty-four-hour monitoring for overnight operation. 22. If the diversion inlet is a pump diversion in a fish-bearing stream, the pump intake structure must have a fish screen installed, operated, and maintained in accordance with RCW 77.57.010 and 77.57.070. Screen the pump intake with one of the following: a) Perforated plate: 0.094 inch (maximum opening diameter); b) Profile bar: 0.069 inch (maximum width opening); or c)Woven wire: 0.087 inch (maximum opening in the narrow direction). The minimum open area for all types of fish screens is twenty-seven percent. The screened intake facility must have enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Maintain fish screens to prevent injury or entrapment of fish. 23. The fish screen must remain in place whenever water is withdrawn from the stream through the pump intake. SEDIMENT REMOVAL 24. Work in the dry water-course (when no natural flow is occurring in the channel, or when flow is diverted around the job site). 25. Accomplish dredging by starting at the upstream end of the job site boundary and working downstream. 26. Limit dredging to the removal of fallen debris or contaminated soils as needed. Avoid disturbance to the banks. A vactor truck is authorized for debris removal. 27. Sediment/vegetation removal must result in no expansion of the watercourse beyond the original depth and width. 28. Dispose of dredged bed materials outside the flood plain so materials will not reenter waters of the state. BRIDGE 29. Design and construct the bridge to pass water, ice, large wood, and associated woody material and sediment likely to move under the bridge during the 100-year flood flows. 30. Locate the waterward face of all bridge elements including abutments, piers, pilings, sills, foundations, aprons, wing walls, and approach material landward of the ordinary high water line. 31. Use material for the approaches that is structurally stable and that will not harm fish life if it erodes into the water. DEMOBILIZATION AND CLEANUP 32. Replant the job site with the plant species composition and planting densities approved by the Washington Department of Fish and Wildlife, as shown in the approved mitigation plans, entitled, "HPA planting plan.pdf," submitted March 6, 2024. Page 3 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 33. Complete replanting of riparian vegetation during the first dormant season (late fall through late winter) after project completion per the approved plan. Maintain plantings for at least three years to ensure at least eighty percent of the plantings survive. Failure to achieve the eighty percent survival in year three will require you to submit a plan with follow-up measures to achieve requirements or reasons to modify requirements. 34. Seed areas disturbed by construction activities with a native seed mix suitable for the site that has at least one quick-establishing plant species. 35. Replace native riparian zone and aquatic vegetation, and wetland vascular plants (except noxious weeds)damaged or destroyed by construction using a proven methodology. 36. Upon completion of the project, remove all materials or equipment from the site and dispose of all excess spoils and waste materials in an upland area above the limits of anticipated floodwater. 37. Remove temporary erosion and sediment control methods after job site is stabilized or within three months of project completion, whichever is sooner. LOCATION #1: Site Name: Southern end of project site „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NE 1/4 24 22 N 04 E 47.383428 -122.228177 King Location #1 Driving Directions LOCATION #2: Site Name: Northern end of project site „ WA WORK START: March 20, 2024 WORK END: March 19, 2029 WRIA Waterbodv: Tributary to: 09- Duwamish - Green Mill Creek (Kent) Spring Brook Creek 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 19 22 N 05 E 47.386524 -122.228178 King Location#2 Driving Directions Page 4 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person (s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in civil action against you, including, but not limited to, a stop work order or notice to comply, and/or a gross misdemeanor criminal charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s) to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must use the Major Modification process described below. Any approved minor modification will require issuance of a letter documenting the approval. A minor modification to the required work timing means any change to the work start or end dates of the current work season to enable project or work phase completion. Minor modifications will be approved only if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. Page 5 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send your written request by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may email your request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. Page 6 of 7 Washington Department of Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 W.hmg,o Departmentnf Olympia,WA 98504-3234 FISH.�d WILDLIFE (360)902-2200 Issued Date: March 20, 2024 Permit Number: 2024-4-138+01 Project End Date: March 19, 2029 FPA/Public Notice Number: N/A Application ID: 34068 A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. Habitat Biologist JuIian.Douglas@dfw.wa.gov for Director Julian Douglas 206-584-9808 WDFW Page 7 of 7 • KENT MASH INGTON CITY OF KENT DETERMINATION OF NONSIGNIFICANCE Environmental Checklist No. Project: Mill Creek Reestablishment - Kent RPSA-2232485 Memorial Park (KMP) reach Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced its creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to naturally transport, which has impacted the creek's habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal, removal or invasive plants, and planting of native plants. Location: Kent Memorial Park APN(S): 1822059363, 1322049024, 132204931, 1322049101, 1322049095, 1322049334, 1822059015 Applicant: City of Kent Public Works Department Lead Agency: City of Kent The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS pursuant to WAC 197-11-355, Optional DNS process. X This DNS is issued under 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date of this decision; this constitutes a 14-day comment period. Comments must be submitted by February 2, 2024. This DNS is subject to appeal pursuant to Kent City Code section 11.03.520. Responsible Official: Nate Schildmeyer, AICP Position/Title: Current Planning Manager/SEPA Official Address: 220 Fourth Avenue S, Kent, WA 98032 Telephone: (253) 856-5454 Dated: January 19, 2024 Signature / APPEAL PROCESS: AN APPEAL OF A DETERMINATION OF NONSIGNIFICANCE (DNS) MUST BE MADE TO THE KENT HEARING EXAMINER WITHIN TWENTY-ONE (21) DAYS FOLLOWING THIS DECISION PER WAC 197-11-680(3)(A)(vii) AND KCC 11.03.520. • KENT MASH INGTON CITY OF KENT DETERMINATION OF NONSIGNIFICANCE Environmental Checklist No. Project: Mill Creek Reestablishment - Little RPSA-2240066 Property Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced its creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to natural transport, which has impacted the creek's conveyance and habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal, and removal of invasive plants. Location: Along Mill Creek north of East James Street and continues approximately 1,400 LF north along Mill Creek APN(S): 1822059098, 1822059023, and 1822059363 Applicant: City of Kent Public Works Department Lead Agency: City of Kent The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. X There is no comment period for this DNS pursuant to WAC 197-11-355, Optional DNS process. Responsible Official: Nate Schildmeyer, AICP Position/Title: Current Planning Manager/SEPA Official Address: 220 Fourth Avenue S, Kent, WA 98032 Telephone: (253) 856-5454 Dated: February 9, 2024 Signature APPEAL PROCESS: AN APPEAL OF A DETERMINATION OF NONSIGNIFICANCE (DNS) MUST BE MADE TO THE KENT HEARING EXAMINER WITHIN FOURTEEN (14) DAYS FOLLOWING THIS DECISION PER WAC 197-11-680(3)(A)(vii) AND KCC 11.03.520. • KENT MASH INGTON CITY OF KENT DETERMINATION OF NONSIGNIFICANCE Environmental Checklist No. Project: Mill Creek Reestablishment - East RPSA-2232483/ IVR 24442 Smith Street to East James Street Project Description: Sediment and organic material accumulation have reduced the in-channel habitat of the creek and have reduced its creek conveyance capacity. This accumulated sediment has surpassed the volume of material that the creek is able to naturally transport, which has impacted the creek's habitat functions. This project seeks to reestablish healthy ecological stream channel functions in Mill Creek which will also help reduce flood impacts resulting from a compromised creek channel. Work will include in-channel sediment removal, removal of invasive plants, planting of native plants, localized shoring of the creek channel, and shoring of the roadway with sheet piles placed in the road and outside of the creek channel. Location: East Smith Street to East James Street APN(S): 9179601970, 5385600005, Public Right-of-Way Applicant: City of Kent Public Works Department Lead Agency: City of Kent The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS pursuant to WAC 197-11-355, Optional DNS process. X This DNS is issued under 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date of this decision; this constitutes a 14-day comment period. Comments must be submitted by February 2, 2024. This DNS is subject to appeal pursuant to Kent City Code section 11.03.520. Responsible Official: Nate Schildmeyer, AICP Position/Title: Current Planning Manager/SEPA Official Address: 220 Fourth Avenue S, Kent, WA 98032 Telephone: (253) 856-5454 Dated: January 19, 2024 Signature APPEAL PROCESS: AN APPEAL OF A DETERMINATION OF NONSIGNIFICANCE (DNS) MUST BE MADE TO THE KENT HEARING EXAMINER WITHIN TWENTY-ONE (21) DAYS FOLLOWING THIS DECISION PER WAC 197-11-680(3)(A)(vii) AND KCC 11.03.520. 5TAr' o� J � Oy �r i889� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600, Olympia, WA 98504-7600 • 360-407-6000 April 12, 2024 Eric Connor City of Kent, Public Works 220 41h Ave S Kent, WA 98032 RE: Coverage under the Construction Stormwater General Permit Permit number: WAR313294 Site Name: Mill Creek Reestablishment E Smith St to Central Ave N Location: E Smith St and Kennebeck Ave N to Central Ave N and S 35th PI. Kent County: King Disturbed Acres: 4 Dear Eric Connor: The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective April 12, 2024. Retain this letter as an official record of permit coverage for your site. You may keep your records in electronic format if you can easily access them from your construction site. You can get the CSWGP, permit forms, and other information at Ecology's CSWGP eCoverage Packet webpage1. Contact your Permit Administrator, listed below, if you want a copy of the CSWGP mailed to you. Please read the permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires you to submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from the first full month of coverage to termination). Your first sampling and reporting period will be for the month of May 2024 and your first DMR must be submitted by June 15, 2024. You must submit your DMRs electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to Ecology's WQWebPortal guidance webpage2. If you have 1 http://www.ecology.wa.gov/eCoverage-packet 2 https:HecoIogy.wa.gov/Regulations-Permits/Guidance-technical-assistance/Water-quality-permits- guidance/WQWebPortal-guidance Eric Connor April 12, 2024 Page 2 questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/Option 3, or email WQWebPortal@ecy.wa.gov. Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, please reference Ecology's Focus Sheet: Appeal of General Permit Coverage3. Annual Permit Fees RCW 90.48.465 requires Ecology to recover the costs of managing the permit program. Permit fees are invoiced annually until the permit is terminated. Termination conditions are described in the permit. For permit fee related questions, please contact the Water Quality Fee Unit at wgfeeunit@ecy.wa.gov or (800) 633-6193/Option 2. You can also visit Water Quality Permit Fees Webpage4 for more information. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact your Regional Inspector, Maria Zeman of Ecology's Northwest Regional Office in Shoreline at maria.zeman@ecy.wa.gov, or (425) 240-0409. Questions or Additional Information Ecology is here to help. Please review our Construction Stormwater General Permit webpage5 for more information. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Stacey Britton at stacey.britton@ecy.wa.gov or (360) 764-3727. Sincerely, 1 wi�& Jeff Killelea, Manager Permit and Technical Services Section Water Quality Program s https:Happs.ecology.wa.gov/publications/summarypages/1710007.html a https:Hecology.wa.gov/Water-Shorelines/Water-quality/Water-quality-permits/Fees 5 www.ecology.wa.gov/constructionstormwaterpermit GEOTECHNICAL DOCUMENTS Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-8 April 30, 2024 Project Number: 24-3012 Geotechnical Engineering Services Report Mill Creek Bank Stabilization Kent, Washington for City of Kent March 14, 2024 Geotechnical Engineering Services Report Mill Creek Bank Stabilization Kent, Washington for City of Kent March 14, 2024 GEOENGINEERS /// 1101 South Fawcett Avenue, Suite 200 Tacoma, Washington 98402 253.383.4940 Geotechnical Engineering Services Report Mill Creek Bank Stabilization Kent, Washington File No. 0410-225-00 March 14, 2024 Prepared for: City of Kent 220 Fourth Avenue South Kent, Washington 98032-5895 Attention: Melissa Dahl Prepared by: GeoEngineers, Inc. 1101 South Fawcett Avenue, Suite 200 Tacoma, Washington 98402 253.383.4940 Trey Benson Clinton J. Lindgren, PE Geo-Structural Engineer Geotechnical Engineer NOSEPy �F' o�wAs�Li TO Lyl J. Stone, PE �0�p 45765 4 Associate Geotechnical Engineer ��� �FcfsT VL SS��NAL ENG 3/14/24 TB:CJL:US:Ieh Disclaimer:Any electronic form,facsimile or hard copy of the original document(email,text,table,and/or figure),if provided,and any attachments are only a copy of the original document.The original document is stored by GeoEngineers,Inc.and will serve as the official document of record. GEOENGINEERS Table of Contents 1.0 INTRODUCTION AND PROJECT UNDERSTANDING...........................................................................1 2.0 PURPOSE AND SCOPE OF SERVICES................................................................................................1 3.0 SITE CONDITIONS................................................................................................................................1 3.1. Geologic Setting............................................................................................................................1 3.2. Surface Conditions and Site Reconnaissance............................................................................2 3.3. Soil and Groundwater Conditions................................................................................................2 4.0 CONCLUSIONS AND RECOMMENDATIONS......................................................................................3 4.1. Seismic Design..............................................................................................................................3 4.1.1. Seismic Design Parameters..............................................................................................3 4.1.2. Liquefaction, Lateral Spreading and Surface Fault Rupture..........................................4 4.2. Slope Evaluation...........................................................................................................................5 4.3. Sheet Pile Wall..............................................................................................................................5 4.3.1. General...............................................................................................................................5 4.3.2. Structural Design...............................................................................................................5 4.3.3. Results Summary..............................................................................................................6 4.3.4. Global Stability...................................................................................................................7 4.3.5. Construction Considerations ............................................................................................8 4.4. General Site Development and Earthwork Recommendations.................................................8 4.4.1. Temporary Erosion and Sedimentation Control...............................................................9 4.4.2. Temporary Excavations and Cut Slopes...........................................................................9 4.4.3. Permanent Cut and Fill Slopes.......................................................................................10 4.4.4. Temporary Groundwater Handling Considerations.......................................................10 4.4.5. Subgrade Protection and Wet Weather Considerations...............................................10 5.0 LIMITATIONS......................................................................................................................................11 LIST OF FIGURES Figure 1. Vicinity Map Figure 2. Site Plan Figures 3 through 5. Slope Stability Outputs APPENDICES Appendix A. Subsurface Explorations and Laboratory Testing Figure A-1. Key to Exploration Logs Figures A-2 through A-4. Logs of Explorations Figure A-5. Atterberg Limits Test Results Appendix B. Sheet Pile Design Calculations Appendix C. Report Limitations and Guidelines for Use GEOENGINEERS / March 14,20241 Page File No.0410-225-00 1.0 INTRODUCTION AND PROJECT UNDERSTANDING This report presents the results of our geotechnical engineering services for the City of Kent(City) Mill Creek Bank Stabilization project. The project consists of a portion of Mill Creek located adjacent to Kennebeck Avenue North, generally between East James Street to the north and East Smith Street to the south as shown on the Vicinity Map, Figure 1. Within this area, Mill Creek consists of an approximately 20-foot-wide channel with sloped banks. For the purposes of this report, the site is considered Mill Creek and its bank slopes and Kennebeck Avenue North. Our understanding of the project is based on ongoing discussions with the City and our review of documents provided by the City including a plan and profile and cross sections (Sheets 4 and 5, respectively) from preliminary project plans(plans)dated November 28,2023.The plans provide an alignment with stationing which are referenced in this report. We have assumed that elevations on the plans are referenced to the North American Vertical Datum of 1988 (NAVD 88). Elevations in this report are referenced to the project plans datum. We understand that material has accumulated within the creek and the area frequently floods. Based on conversations with the City and review of provided project documents, we understand that proposed improvements include removing the accumulated sediment to facilitate more flow. By removing sediment from the creek bottom,the slopes forming the creek banks will likely become unstable.The City wishes to stabilize the right bank (eastern) with a permanent sheet pile wall installed along the western edge of Kennebeck Avenue North.Other improvements may include non-structural logfacingofthe bank for habitat enhancement. 2.0 PURPOSE AND SCOPE OF SERVICES The purpose of our services is to advance explorations at the project site as a basis for developing geotechnical recommendations for design and construction of the proposed improvements. Our services have been completed in accordance with our signed agreement for this project executed on April 7, 2023 and Amendment No. 1 executed on December 12, 2023. The purpose of our amendment was to provide additional scope for design of the proposed permanent sheet pile wall. Our original agreement included providing concept-level geotechnical recommendations for stabilization of the creek banks. Our amendment was executed to modify these services to include geotechnical and structural design services for the permanent sheet pile wall. A complete list of our authorized services is provided in our original signed agreement and in our amendment. 3.0 SITE CONDITIONS 3.1. Geologic Setting We reviewed the Geologic Map of the Tacoma 1:100,000-scale Quadrangle, Washington (Schuster et al. 2015).According to the map,the site is underlain by Artificial fill (Qf), which typically overlies alluvium (Qa) in the project area. Artificial fill is described as modified land and fill of variable composition that has substantially altered the original geologic deposit.Alluvium is described as loose silt, sand, and gravel with occasional layers of fine-grained (silt and/or clay) soils. Artificial fill and alluvium are not glacially consolidated soils. GEoENGINEER� March 14,2024 Page 1 File No.0410-225-00 Salmon Springs Drift(Qgps) is mapped to the east of the site and generally forming the toe of the East Hill. These soils are glacially consolidated and described to consist of a mixture of clay, silt, sand, and gravel. The upper few feet of glacially consolidated deposits can be weathered and in a loose to medium dense condition. Undisturbed glacially consolidated soils are typically dense to very dense. In the project site area, the Qgps unit likely underlies alluvium and artificial fill. 3.2. Surface Conditions and Site Reconnaissance We completed a site reconnaissance on April 17, 2023 to observe the conditions at the site. The project site is generally along Kennebeck Avenue North and is bounded by East James Street to the north, residential properties and a commercial parking lot to the east, East Smith Street to the south,and the Mill Creek Middle School property and vacant properties to the west. Existing culvert structures carry Mill Creek below East James Street and East Smith Street to the north and south, respectively. Stationing along the creek alignment is shown on the provided plans (Sta. 18+00 to Sta. 29+00 generally defines the project area)and was reproduced on the Site Plan, Figure 2.A pedestrian bridge is located in the southern portion of the site, near approximate Sta. 21+00, that is oriented east-west and extends over Mill Creek. At the time of our site visit, there was about 18 inches of water in the creek below the pedestrian bridge. The grade of Mill Creek gently slopes down to the north along its profile. In the project area,the banks of Mill Creek are heavily vegetated with grass,shrubs, and few trees. Based on review of the provided plans and observations during our site reconnaissance,the bank slopes currently slope down to the creek at angles ranging from about 2H:1V(horizontal to vertical)to near vertical. During our site reconnaissance, we observed areas of bank erosion that exposed roots of bank vegetation and isolated slumping. We also observed intermittent areas along the crest of the right bank that are eroded and are undermining the asphalt of Kennebeck Avenue North by a few inches. In some areas along the crest of the right creek bank, there are sandbags that we anticipate were placed to attempt to reinforce eroded areas, heighten the channel and prevent water from flowing onto Kennebeck Avenue North. The asphalt within Kennebeck Avenue North is generally in poor condition,with frequent cracking and some areas of alligator cracking that indicate pavement failure. In general,the pavement is more deteriorated in the northern project area. Overall, site topography is relatively level, with ground surface elevation change along the site alignment on the order of a few feet or less. 3.3. Soil and Groundwater Conditions GeoEngineers explored subsurface conditions at the site by advancing three borings (B-1 through B-3) at the approximate locations shown on the Site Plan, Figure 2. Boring B-3 was completed as a monitoring well after drilling. A fourth boring was planned in the southern project area; however, this boring was not completed due to concerns about existing utilities. The completed borings were advanced to depths between approximately 311/2 and 411/2 feet below the ground surface (bgs).Summary exploration logs and the results of laboratory testing completed on select soil samples are provided in Appendix A. The borings were initially advanced to depths between about 5 and 10 feet bgs with a vacuum truck prior to drilling to confirm no shallow utilities were present at the exploration location. General observations of soils encountered during vacuum excavation were noted; however, specific soil data such as Standard Penetration Test (SPT) N-values (blow counts) and soil samples were not obtained within these depths. Additional details regarding our subsurface exploration and laboratory testing program are also provided in Appendix A. GEoENGINEER� March14,2024 Page2 File No.0410-225-00 Borings B-1 and B-2 were advanced in areas paved with asphalt concrete(Kennebeck Avenue North)which was on the order of 21/2 inches thick.Boring B-3 which was advanced in an area surfaced with approximately 2 inches of sod. We observed some gravel base course underlying the asphalt; however, due to the drill and excavation method, it was difficult to identify and measure this layer. Base course was approximately 3 inches thick at boring B-1 and not discernable at boring B-2. Below the asphalt section and sod, we observed what we interpret to be three general soil units in our explorations:fill, alluvium,and glacial drift. A brief description of each soil unit is presented below. Fill generally consisted of loose to medium dense sand with variable silt and gravel content and gravel with sand.We observed occasional debris within the fill, including broken pieces of plastic within the fill in boring B-3 at a depth of about 7 feet bgs. Fill was observed extending to depths between about 3 to 10 feet bgs. Underlying the fill in all the borings,we observed what we interpret to be natural alluvium.Alluvium typically consisted of loose to dense sand and gravel with variable silt content and very soft to medium stiff silt with variable sand and gravel content. Organic matter consisting of woody debris was occasionally observed within the alluvium. Alluvium extended to about 25 feet bgs in borings B-1 and B-3 and to the full depth explored (411/2 feet bgs) in boring B-2. We observed what we interpret to be glacial drift soils below the alluvium in borings B-1 and B-3. Glacial drift soils typically consisted of very dense sand and gravel with variable silt content and hard silt with variable sand content. Organic matter was occasionally observed within the glacial drift and typically consisted of woody debris and charcoal-like fragments. Glacial drift was observed extending to the full depths explored in borings B-1 and B-3 (411/2 and 311/2 feet bgs, respectively). We encountered what we interpret to be the regional groundwater table between about 31/2 and 51/2 feet bgs in our explorations.Observed groundwater seepage was rapid into the pre-drilling vacuum excavations at the depth at which it was encountered.Groundwater levels are expected to vary throughout the year and will typically be highest in the late winter and spring months. Groundwater levels can be influenced by season, rainfall events and irrigation activities. 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1. Seismic Design 4.1.1.Seismic Design Parameters We understand structure seismic design and analysis will be performed using procedures outlined in the American Association of State Highway and Transportation Officials (AASHTO) Load Resistance and Factor Design (LRFD) Bridge Design Specifications. Based on subsurface conditions encountered in our explorations and our understanding of geologic conditions in the project vicinity, we recommend seismic design and analysis be performed using procedures outlined in the AASHTO LRFD using the parameters provided in Table 1 below. GEoENGINEER� March14,2024 Page3 File No.0410-225-00 TABLE 1.AASHTO SEISMIC DESIGN PARAMETERS AASHTO Seismic Parameter Recommended Value Seismic Site Class D Peak Ground Acceleration (PGA), bedrock Site Class B 0.4O9g Spectral Response Acceleration at 0.2-Second Period (S5), bedrock Site Class B 0.93Og Spectral Response Acceleration at 1-Second Period (Si), bedrock Site Class B 0.267g Zero-period Site Factor, FPGA 1.091 Short Period Site Factor, Fa 1.128 Long-period Site Factor, Fv 1.866 Free-field Acceleration Coefficient(As),Amplified for Site Class D 0.446g Design Spectral Acceleration Coefficient at 0.2-Second Period (Sos),Amplified for 1.O49g Site Class D Design Spectral Acceleration Coefficient at 1.0-second Period (SD2),Amplified for O.498g Site Class D 'Values obtained using WSDOT BEToolbox for location with longitude 47.3848 degrees north,122.228 degrees west 4.1.2.Liquefaction, Lateral Spreading and Surface Fault Rupture Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces, disturbs the soil structure (i.e., the arrangement of individual soil particles) within saturated and unconsolidated soils.Water in the pore spaces between soil particles will resist the natural tendency of the soils to re-arrange into a denser and more stable state during shaking, resulting in development of excess pore pressures. As porewater pressures increase, soil particles may lose contact with each other, and the affected soil deposit may lose much of its stiffness and shear strength. Not all soils are susceptible to liquefaction, and the degree of susceptibility depends in part on the soil grain size and relative density. Liquefaction susceptibility is difficult to predict. In general, soils most susceptible to liquefaction include loose to medium dense "clean"to silty sands below the water table. However, research and case histories indicate other loose granular soils such as silts and gravels may also be susceptible to liquefaction. Liquefaction effects on foundations and structures can include a temporary loss of bearing capacity, settlement of the ground surface and downdrag loads on deep foundations. We evaluated the liquefaction potential of the site soil using simplified methods(Youd and Idriss 2001 and Boulanger and Idriss 2014). These methods compare the cyclic resistance ratio (CRR) of a soil layer (the cyclic shear stress required to cause liquefaction)to the cyclic stress ratio(CSR) induced by an earthquake. The factor of safety(FS) against liquefaction is determined by dividing the CRR by the CSR. For this project we evaluated liquefaction hazards, including settlement and related effects, when the FS against liquefaction was calculated as less than 1.2. In our analysis, we considered an earthquake magnitude of 7.01 and site-adjusted peak ground acceleration (As) of 0.446g to represent the design level earthquake. Based on our understanding of subsurface conditions in the project vicinity and our simplified analysis, it is our opinion potentially liquefiable soils are present within the alluvium at the site. Resulting ground surface settlement could be up to about 12 inches, with differential settlement up to about half the total amount. However, we understand the project is not intended to mitigate liquefaction induced settlement and no occupied structures are planned. We have incorporated seismic considerations into the design of the permanent sheet pile wall since it will support Kennebeck Avenue North. GEoENGINEER� March14,2O24 Page4 File No.0410-225-00 Due to potentially liquefiable soils at the site and site topography around the creek channel, we anticipate there is a risk of lateral spreading during the design seismic event. As presented in the "Global Stability" section of this report, we anticipate that incorporation of the permanent sheet pile wall will mitigate the lateral spreading hazard of the upland area from the wall, including Kennebeck Avenue North.The left bank will still be prone to the lateral spreading hazard; however,this side of the creek does not support a roadway or other permanent structures. In our opinion,there is a low risk of surface fault rupture at the site because bedrock in the project area is covered by hundreds of feet of alluvial and glacial soils. 4.2. Slope Evaluation Based on soils observed in our explorations and observations during our slope reconnaissance, we anticipate that bank slopes of Mill Creek could become less stable due to proposed dredging.This reduction in stability could result in surface sloughing and would likely lower the stability to less than what is generally accepted for slopes supporting adjacent roadways.Accordingly,and based on discussions with the City,we understand that a permanent sheet pile wall is planned along the crest of the right bank. The sheet pile wall will be fully embedded (i.e. not exposed at the creek bank) but will provide long-term support of Kennebeck Avenue North. The sheet pile wall will be fully embedded but will be designed to act as a cantilever retaining wall in the event the right bank sloughs and a portion of the wall is exposed. 4.3. Sheet Pile Wall 4.3.1.General We completed structural design of the proposed sheet pile wall based on our subsurface explorations and information provided by the City. Provided information included approximate proposed wall alignment, existing ground surface elevations, proposed top of sheet pile elevations, and proposed dredge elevation. 4.3.2.Structural Design 4.3.2.1.General We completed the design of the proposed sheet pile wall assuming that the right bank was not present and,therefore, the wall consists of a cantilever wall from the top (approximate existing ground surface)to the design dredge elevation.We understand thatthis is a "worst case"scenario,and anticipate that in most cases,the wall will be fully embedded on both sides. The sheet pile wall design was completed accordingto American Association of Highway and Transportation Officials(AASHTO) Load and Resistance Factor Design(LRFD) Bridge Design Specifications(91h Edition)and the American Institute of Steel Construction(AISC)Steel Construction Manual.We used the design software DeepEX version v23.O1 developed by Deep Excavation LLC for structural design. The design included considerations of static, pseudo-static, and post-seismic conditions. In our analysis, we considered a vertical traffic surcharge of 250 pounds per square foot(psf).This surcharge was applied 2 feet offset from the wall face and extending away from the wall a distance of 15 feet. Based on the geotechnical explorations on site and our local experience with these soils,the following soil parameters were used in design of the sheet pile wall: GEoENGINEER� March14,2024 Page5 File No.0410-225-00 TABLE 2.SOIL PARAMETERS Layer Depth Unit Weight Friction Angle - Post Seismic Soil Type (ft) (pcf) Static Strength Residual Strength (degrees) (psf) Existing Fill 0-3 125 32 225 Upper Alluvium 3-25 115 30 225 Lower Alluvium 25-50 115 34 NA Notes: pcf=pounds per cubic foot psf=pounds per square foot Active and passive earth pressures were determined using the Rankine method based on the soil parameters above for input into the DeepEX. Load and resistance factors were determined based on the applicable design case and AASHTO Limit State, and are presented in Table 3 below. TABLE 3.AASHTO LOAD AND RESISTANCE FACTORS Earth Passive Earth Steel Flexural Applicable Design AASHTO Pressure Live Load Factor Resistance Resistance Case Limit State Load Factor (YLc) Factor(OP) Factor(Of) (YEH) Static Strength la 1.5 1.75 0.75 0.9 Pseudo-Static, Post Extreme 1.0 0.5 1.0 1.0 Seismic Event I 4.3.3.Results Summary Calculated shear, bending moment, and deflection diagrams are presented in the DeepEx outputs, which are provided in Appendix B, Sheet Pile Design Calculations. Based on our analysis, Grade 50, AZ14-770 steel sheet sections were selected based on the minimum steel section required to resist estimated pile deflections,shear forces, and bending moments.The static loading conditions checked under the AASHTO Strength la limit state controlled the design (i.e., minimum required sheet pile depth). The results for all of the loading conditions analyzed are presented in Appendix B. TABLE 4.SHEET PILE RESULTS SUMMARY Min Sheet Design Height Primary Sheet Secondary Sheet Maximum Moment Station From Mudlinel Pair Min Length Pair Min Length Size (kip-ft/ft) (ft) (ft) (ft) 21+00 - AZ14-770 6.5 25 8.5 20.3 24+75 24+75 - AZ14-770 7.5 28 9.5 28.5 28+00 'Design cantilever height assuming no resistance from creek bank.Mudline is considered at design dredge depth. Based on our analysis and elevations along the proposed wall alignment as provided by the City, we recommend consideringthe sheet pile schedule presented in Table 5 below. Primary sheets provide overall wall strength and rotational stability.Secondary sheets transfer load to the primary sheets serving a similar GEoENGINEER� March 14,2024 Page File No.0410-225-00 function of lagging between pile elements. The function of the shorter sheets is to reduce material costs and to help maintain natural groundwater drainage through (below)the sheet pile wall. TABLE 5. RECOMMENDED PILE SCHEDULE FOR AZ 14-770 SHEETS Primary Secondary Surface Sheet Ground Top Sheet Primary Design Dredge Sheet Secondary Station EL EL Minimum Length Elevation Minimum Tip Sheet Length (feet) (feet) Tip EL (feet) (feet) EL (feet) (feet) (feet) 21+00 40.20 39.42 14.42 25 34.26 30.92 8.5 22+00 39.88 39.12 14.12 25 33.76 30.62 8.5 23+00 39.54 38.82 13.82 25 33.26 30.32 8.5 24+00 38.85 38.52 13.52 25 32.76 30.02 8.5 24+75 38.81 38.29 13.29 25 32.38 29.79 8.5 24+75.1 38.81 38.29 10.29 28 32.38 28.79 9.5 25+00 38.80 38.22 10.22 28 32.25 28.72 9.5 26+00 38.48 37.92 9.92 28 31.75 28.42 9.5 27+00 38.18 37.62 9.62 28 31.25 28.12 9.5 28+00 38.26 37.31 9.31 28 30.75 27.81 9.5 4.3.4.Global Stability Slope stability analyses considering installation of the sheet pile wall were completed using the computer program SLOPE/W (GEO-SLOPE International, Ltd. 2020). SLOPE/W evaluates the stability of numerous trial shear surfaces using vertical slice limit-equilibrium method.This method compares the ratio of forces and moments driving slope movement versus forces and moments resisting slope movement for each trial shear surface and presents the result as the FS. The program then sorts the trial shear surfaces and identifies the surface with the lowest FS,orthe"critical"slip surface.We assumed a circular arc slip surface and used the Morgenstern-Price method in our analyses. We evaluated the global stability of the right bank of the creek at approximate Station (Sta.) 24+75 with the proposed sheet pile wall, which is 25 feet long at that location. In our opinion, the right bank at Sta. 24+75 represents a conservative section because it considers the shorter sheet pile length when at its highest potential retained height(see Table 4 above). In our opinion,the secondary sheet depths do not need to be considered in the global stability analysis since the overall wall system is supported by the primary sheet piles. We performed three slope stability analyses at Sta. 24+75 and for design conditions consisting of static, pseudo-static (seismic) and post-seismic (residual strength). In our analyses, we included a traffic surcharge of 250 psf along Kennebeck Avenue North for the static and post-seismic conditions.The traffic surcharge was reduced to 125 psf for the pseudo-static condition.The results of our analyses are presented in Figures 3 through 5.We completed our pseudo-static analysis using a horizontal acceleration coefficient, kh, of 0.223g and vertical seismic coefficient of zero.The horizontal acceleration coefficient was estimated using one-half of the site adjusted peak ground acceleration coefficient(As). GEOENGINEER� March14,2024 Page File No.0410-225-00 A summary of our global stability analyses is presented in the table below. TABLE 6.SUMMARY OF SLOPE STABILITY ANALYSES Global Stability Case FS Static 15.4 Pseudo-Static 2.2 Post Seismic 10.1 4.3.5.Construction Considerations We recommend the following construction considerations for sheet pile installation: ■ The sheet piles at the site are expected to be primarily installed into alluvial soils. These soils were observed in the borings within the upper approximately 25 to 40 feet of the soil profile and were typically loose. Based on our understanding of soil conditions at the site we expect that the sheet piles can be installed using a vibratory hammer. Driving resistance is expected to increase with depth, and relatively hard driving conditions should be expected if the piles extend into the glacial drift soils,which could be encountered near the pile tip elevations(generally beginning around 25 feet to 40 feet bgs in our borings). Obstructions including debris within the fill and large gravel clasts within native site soils could also be encountered. The pile contractor should be prepared to address the presence of hard driving and obstructions, if encountered. ■ Existing utilities are present in the vicinity of the proposed sheet pile wall.Where indicated on the plans, nearby utilities should be potholed and exposed prior to sheet pile installation. ■ We used the APE Amplitude Equation to estimate the minimum hammer size required to vibrate the sheet piles. The amplitude equation is a relatively simple calculation that evaluates whether the eccentric moment of the hammer is sufficient to vibrate the mass of the pile-hammer combination. It does not consider embedment depth or soil conditions. Based on our analysis,we anticipate an APE 15 (600 in-lb eccentric moment)or similar-sized hammer is the minimum hammer size capable of vibrating the piles. However, based on our experience we recommend that a larger hammer be considered for vibratory installation. We expect that an APE 50 (1,300 in-lb eccentric moment) hammer is likely appropriately sized for installing the piles to the anticipated embedment depths. ■ Ultimately, the contractor performing the work should be made responsible for selecting the hammer type and size for installing the piles.The contractor should submit a pile installation plan for our review prior to mobilizing to the site. At a minimum we recommend that pile installation plan include: a description of the work to be performed, the anticipated construction sequence, proposed hammer data sheet and a wave equation analysis considering the proposed hammer, piles, and soil conditions. ■ Excavating (dredging) below the design dredge elevation could result in increased wall deflections. Excavation required for adjacent grading and creek improvements should not extend below the dredge elevation presented in the drawings. 4.4. General Site Development and Earthwork Recommendations We anticipate site development and earthwork activities could include: excavation for utilities and sheet pile installation, site grading temporary and permanent slopes, and temporary groundwater management. GEoENGINEER� March14,2024 Page8 File No.0410-225-00 We expect that site grading and earthwork can be accomplished primarily with conventional earthmoving equipment.Specialized equipment will be required for sheet pile installation. 4.4.1.Temporary Erosion and Sedimentation Control Erosion and sedimentation rates and quantities can be influenced by construction methods, slope length and gradient, amount of soil exposed and/or disturbed, soil type, construction sequencing and weather. Implementing an Erosion and Sedimentation Control Plan will reduce the project impact on erosion-prone areas. The plan should be designed in accordance with applicable city, county, and state standards. The plan should incorporate basic planning principles, including: ■ Scheduling grading and construction to reduce soil exposure; ■ Re-vegetating or mulching denuded areas; ■ Directing runoff away from exposed soils; ■ Reducing the length and steepness of slopes with exposed soils; ■ Decreasing runoff velocities; ■ Preparing drainage ways and outlets to handle concentrated or increased runoff; ■ Confining sediment to the project site; ■ Inspecting and maintaining control measures frequently. Some sloughing and raveling of exposed or disturbed soil on slopes should be expected. We recommend disturbed soil be restored promptly so that surface runoff does not become channeled. Temporary erosion protection should be used and maintained in areas with exposed or disturbed soils to help reduce erosion and reduce transport of sediment to adjacent areas and receiving waters. Permanent erosion protection should be provided by the proposed developments. Until permanent erosion protection is established and the site is stabilized,site monitoring may be required by qualified personnel to evaluate the effectiveness of the erosion control measures and to repair and/or modify them as appropriate. Provisions for modifications to the erosion control system based on monitoring observations should be included in the Erosion and Sedimentation Control Plan. 4.4.2.Temporary Excavations and Cut Slopes We anticipate that shallow excavations could experience minor caving. Excavations deeper than 4 feet should be shored or laid back at a stable slope if workers are required to enter. Shoring and temporary slope inclinations must conform to the provisions of Title 296 Washington Administrative Code(WAC), Part N, "Excavation,Trenching and Shoring." Regardless of the soil type encountered in the excavation shoring, trench boxes or sloped sidewalls will be required under Washington Industrial Safety and Health Act (WISHA). We recommend the contract documents specify that the contractor is responsible for selecting excavation and dewatering methods, monitoring the excavations for safety and providing shoring, as required,to protect personnel and structures. In general, we recommend that for planning purposes all temporary cut slopes be inclined no steeper than about 1.5H:1V if workers are required to enter confined trenches.This guideline assumes all surface loads GEoENGINEER� March14,2024 Page9 File No.0410-225-00 are kept at a minimum distance of at least one-half the depth of the cut away from the top of the slope and that seepage is not present on the slope face. Flatter cut slopes will be necessary where seepage occurs or if surface surcharge loads are anticipated. Temporary covering with heavy plastic sheeting should be used to protect these slopes during periods of wet weather. 4.4.3.Permanent Cut and Fill Slopes We recommend permanent soil slopes be constructed at a maximum inclination of 2H:1V to manage erosion. Where 2H:1V permanent slopes are not feasible, protective facings and/or retaining structures should be considered. Exposed areas should be re-vegetated as soon as practical to reduce surface erosion and sloughing.Temporary protection should be used until permanent protection is established. The slope between the creek and the sheet pile wall should be graded to meet the above recommendations; however, if this cannot be achieved, we expect that the slope can be maintained, as necessary. Steeper slopes within this area should be covered with deep-rooted vegetation for surficial erosion protection. We understand that intermittent log armoring is also planned. The logs will be pinned to the slope with driven anchors and should provide some level of localized erosion protection where they are installed; however, it is our understanding that the main intent of the logs is to provide natural habitat. The sheet pile wall will provide overall slope stabilization and protection of the roadway above and has been designed assuming no resistance (support)from the creek bank. 4.4.4.Temporary Groundwater Handling Considerations We observed groundwater as shallow as about 31/2 feet bgs in our explorations which we interpret to be representative of the regional groundwater table in the project area. We anticipate groundwater levels will vary throughout the year and will generally be highest duringthe wet season,typically October through May. The level of Mill Creek is a likely a direct indication of the surrounding groundwater level. We expect that perched groundwater could also be encountered above the groundwater table, depending on the time of year of construction, and is more likely to accumulate near the contact of that is more permeable and soil that is less permeable (i.e., sand over silt). Groundwater handling needs will typically be lower during the late summer and early fall months. We anticipate shallow perched groundwater can typically be handled adequately with diversion ditches,and/or sumps and pumps, as necessary. Deeper excavations that extend below the groundwater table will likely require active dewatering such as well points. Ultimately, we recommend the contractor performing the work be made responsible for controlling and collecting groundwater encountered. 4.4.5.Subgrade Protection and Wet Weather Considerations Site soils observed typically contain a significant amount of fines and will be susceptible to disturbance during periods of wet weather. Soil with high fines content is very sensitive to small changes in moisture and is susceptible to disturbance from construction traffic when wet or if earthwork is performed during wet weather.When the moisture content of the soil is more than a few percent above the optimum moisture content,this soil can become unstable and it will be challenging to meet the required compaction criteria. The wet weather season generally begins in October and continues through May in western Washington; however, periods of wet weather can occur during any month of the year. In our opinion, earthwork will be GEoENGINEERs� March 14,2024 Page 10 File No.0410-225-00 most efficient during the summer months or during periods of extended dry weather. If wet weather earthwork is unavoidable,we offer the following recommendations: ■ The ground surface in and around the work area should be sloped so that surface water is directed away from the work area.The ground surface should be graded so that areas of ponded water do not develop. Measures should be taken by the contractor to prevent surface water from collecting in excavations and trenches. Measures should be implemented to remove surface water from the work area. ■ Earthwork activities should not take place during periods of heavy precipitation. ■ Slopes with exposed soils should be covered with plastic sheeting. ■ The contractor should take necessary measures to prevent on-site soils and other soils to be used as fill from becoming wet or unstable. These measures may include the use of plastic sheeting, sumps with pumps and grading. The site soils should not be left uncompacted and exposed to moisture. Sealing exposed soils by rolling with a smooth-drum roller prior to periods of precipitation will help reduce the extent to which these soils become wet or unstable. ■ Construction traffic should be restricted to specific areas of the site, preferably areas that are surfaced with working pad materials not susceptible to wet weather disturbance. ■ Construction activities should be scheduled so that the length of time that soils are left exposed to moisture is reduced to the extent practical. 5.0 LIMITATIONS We have prepared this report for City of Kent for the Mill Creek Bank Stabilization project in Kent, Washington. City of Kent may distribute copies of this report to their authorized agents and regulatory agencies as may be required for the project. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices for geotechnical engineering services in this area at the time this report was prepared. The conclusions, recommendations, and opinions presented in this report are based on our professional knowledge,judgment,and experience. No warranty,express or implied,applies to the services or this report. Please refer to Appendix C titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. GEoENGINEER� March 14,2024 Page 11 File No.0410-225-00 c z m y GEOENGINEERS d eQ nn ��a 4th_S OL1�L -J� -JEF Oo jL- '• �I�II ooILI 1 °�-FIF RT`311 _th=s �!�❑� ��I��� �J ❑ ��� , a000 o a a � G le I�r mil ❑ui� e r� o� � _ II f �" u? Gl� �I f Ju Inn II�� o Z. zJlz u� C� _ z. Q�T a� �nnn I�DIr�CI�� uooul0 LL' a�LaZ F Lr"O- SITE �It� o� ° inJ0� DIoOS-1-f I ? �r �n�� �nr� � ❑OV cW_James�St II �, o �f� _ E.James St—a Q y � JIL1 r ° _3 O ' ve uuu uuouo L i�° IJUUo Q _Y °J em � r �jIII 9 � o h o� � Y � ❑��I��� I"Yr1rOf Ly00 I� 0 -W°S St 0 '�I[ I� �J • T�J .mith o W`Smith 8t' 0❑Uu000Y-� � ilv _ s� ❑1 � � S. � <noIeD[)o n uo IL1LUJ aeinor°So t a0I-0�01Lo�o L-'����UO�G9Illll,ll�l� 5-1a n5o i o=E 1�=:J- 11W-Meeke EIDOK7eoEI40ESS �JJJJ IL\ �uum�pi nn e �lJn�u0u I rrII 516 ��7LLi E Q �3 .7\ " ' � �l❑ �� O a_S r l LILT a 0� —1Li .— Ll AN _ Cyfill a �N7LJ I o BC14 M r � JLJ _J � � e II � ° �oo,-,� r S_259tht 1 H .S L='c st B�una�Mill Cree# $ II I' le r� Parkas n �l� nl� Q \In O � L J� I � �� Ear(works Pan\ LL �lonO 7 JI❑❑❑❑ Horsehead [7) yp�� Bend Natural -7Z d�❑ �'d_o Area 0 o ❑ O Battle 0 x N R ent 0 2,000 U N O ai Tacoma Feet N 0 N O 0 Vicinity Map a` N sourcecs>:'0' ESRI City of Kent- Mill Creek Bank Stabilization v 5 Coordinate System:NAD 1983 2011 StatePlane Washington North FIPS 4601 Ft US Kent, Washington Disclaimer:This figure was created for a specific purpose and project.Any use of this figure for any other project or purpose shall be at the user's sole risk and without liability to GeoEngineers. �N 1 The locations of features shown may be approximate.GeoEngineers makes no warranty or G E O E N G I N E E R S� Figure representation as to the accuracy,completeness,or suitability of the figure,or data contained o therein.The file containing this figure is a copy of a master document,the original of which is o retained by GeoEngineers and is the official document of record. a y ? Clark Ave N Kk -- 06i, I, r Mvw ii �� ` µ ♦.l�" f•. 1 1 c .t +��I��� �•► '� .rie• �y � � 1^3Q�' �- P � r �•.� •ice �!► �:A r B-1 B-2 Ken n ebeck Ave N _ _ i —+�—� t 22+00 21+00 _ 20+00 Mill Creek 19+00 18+00 � I �aginn �Z7+00 26+00 Mill Creek 25+00 24+00 23+00 - - - - - - T � y Ln oo I Mill Creek Middle School v � ti r f N (n n E N (6 W u) LU on W Ln v c a i - .. r o 0 N "Moor row N O O-q Legend w — — Site Boundary Site Plan Notes: GEI-1 Boring by GeoEngineers,Inc.,2023 Z U 5 1. Thisdrlocations iis information featureionpurs shown purposes. .It is intend Cityof Kent- Mill Creek Bank Stabilization 2. This drawing is for information purposes.It is intended to assist in showing 5 features discussed in an attached document.GeoEngineers,Inc.cannot B 3 Monitoring Well by GeoEngineers,2023 3 Kent, Washington a guarantee the accuracy and content of electronic files.The master file is stored by GeoEngineers,Inc.and will serve as the official record of this communication.Lo N 80 O 80 o Data Source: Aerial from Google Earth Pro dated 08/24/2022. G EO E N G I N E E RS� Figure 2 Projection: Washington State Plane,North Zone,NAD83,US Foot Feet a Color Name Unit Effective Effective Weight Cohesion Friction !Angle ❑ 1) Sheet Pile 150 2) Evstmg Fi I 1 125 0 32 ■ 3) upper AlIuviurn 115 0 30 4) Lower Al I uvi um 115 0 34 50 Traffic Surcharge= 250 psf NorzSeismic Coef_= D*g 40 30 0 > 20 w 10 0 -50 -40 -30 -20 -10 0 10 20 30 40 50 Distance (ft) Global Stability - Sta. 24+75-Static 0 Note(s): City of Kent - Mill Creek Bank Stabilization W 1. Figure should be considered approximate and not to scale Kent, Washington A 2. Slope topography based on proposed sheet pile design and proposed/existing conditions established by City of Kent 0 o Disclaimer: This figure was created for a specific purpose and project. Any use of this figure for any other project or purpose shall be at N G E O E N G I N E E R S the user's sole risk and without liability to GeoEngineers. The locations of features shown may be approximate. GeoEngineers makes no Figure 3 w warranty or representation as to the accuracy,completeness,or suitability of the figure,or data contained therein. The file containing this .o-i �r figure is a copy of a master document,the original of which is retained by GeoEngineers and is the official document of record. e 0 Color Name Unit Effective Effective Weight Cohesion Friction Angle 1) Sheet Pile 150 2) Existing Fill 125 0 32 3) Upper Alluvium 115 0 30 ❑ 4) Lower Alluvium 115 0 34 50 Traffic Surcharge: 125 psf Horz Seismic Coef.: 0.223*g 2_2 40 30 0 03 20 w 10 0 -60 40 -30 -20 -10 0 10 20 30 40 60 Distance (ft) Global Stability - Sta. 24+75 - Pseudo Static 0 Note(s): City of Kent - Mill Creek Bank Stabilization W 1. Figure should be considered approximate and not to scale Kent, Washington A 2. Slope topography based on proposed sheet pile design and proposed/existing conditions established by City of Kent 0 o Disclaimer: This figure was created for a specific purpose and project. Any use of this figure for any other project or purpose shall be at N G E O E N G I N E E R S the user's sole risk and without liability to GeoEngineers. The locations of features shown may be approximate. GeoEngineers makes no Figure 4 w warranty or representation as to the accuracy,completeness,or suitability of the figure,or data contained therein. The file containing this .o-i �r figure is a copy of a master document,the original of which is retained by GeoEngineers and is the official document of record. e 0 Color Name Unit Effective Effective Total Weight Cohesion Friction Cohesion Angle ❑ 1) S heet Pi I 150 ❑ 2) Existing Fi I I 125 225 (liquefied) ❑ 3) Upper Al luviurn 115 225 (liquefied) ❑ 4) Lower Al luviurn 115 0 34 50 Traffic Surcharge= 250 psf Horz Seismic Coef_- 0*g 40 _\+ � 3a 0 4-0 > 20 w 10 0 -50 -40 -30 -20 -10 a is 20 30 40 50 Distance (ft) Global Stability - Sta. 24+75 - Post Seismic 0 Note(s): City of Kent - Mill Creek Bank Stabilization W 1. Figure should be considered approximate and not to scale Kent, Washington A 2. Slope topography based on proposed sheet pile design and proposed/existing conditions established by City of Kent 0 o Disclaimer: This figure was created for a specific purpose and project. Any use of this figure for any other project or purpose shall be at S Nthe user's sole risk and without liability to GeoEngineers. The locations of features shown may be approximate. GeoEngineers makes no Figure 5 w warranty or representation as to the accuracy,completeness,or suitability of the figure,or data contained therein. The file containing this G E O E N G I N E E R .o-i figure is a copy of a master document,the original of which is retained by GeoEngineers and is the official document of record. e 0 a m z v m y GMENGINEERS APPENDIX A Subsurface Explorations and Laboratory Testing APPENDIX A SUBSURFACE EXPLORATIONS AND LABORATORY TESTING Subsurface Explorations General Soil conditions at the project site were explored by advancing three borings on May 4 and May 5, 2023. The explorations were located in the field using a global positioning system (GPS) device. The locations of the explorations shown on Figure 1(Site Plan)should be considered approximate. Soil Borings Borings extended to depths between about 311/2 to 411/2 feet below ground surface (bgs). Borings were advanced using a track-mounted hollow-stem auger drill rig equipment and operators under subcontract to GeoEngineers. The explorations were continuously monitored by a representative from our firm who examined and classified the soil encountered, obtained representative soil samples, and maintained a detailed log of the explorations. Soil encountered in the borings was classified in general accordance with ASTM International (ASTM) D 2488 and the classification chart listed in Key to Exploration Logs, Figure A-1. Logs of the borings are presented in Figures A-2 through A-4. The logs are based on interpretation of the field and laboratory data and indicate the depth at which we interpret subsurface materials or their characteristics to change, although these changes might actually be gradual. Soil samples were obtained from the borings at approximate 2.5-to 5-foot-depth intervals using a 2-inch, outside-diameter, standard split-spoon sampler (Standard Penetration Test [SPT]) in general accordance with ASTM D 1586. The sampler was driven into the soil using a 140-pound auto-hammer free-falling 30 inches. The number of blows required to drive the sampler each of three, 6-inch increments of penetration were recorded in the field. The sum of the blow counts for the final 12 inches of penetration, unless otherwise noted, is reported on the boring logs. Cuttings generated during drilling were collected in drums and hauled off site. A monitoring well was installed in the Boring B-3 upon completion and a pressure transducer was installed to continuously monitor groundwater levels. Laboratory Testing General Soil samples obtained from the borings were returned to our laboratory for further examination and testing. The testing completed on each sample is presented in the corresponding boring log. A description of the laboratory testing completed on this project is provided below. Percent Passing U.S. No.200 Sieve(%F) Selected samples were"washed"through the U.S. No.200 mesh sieve to estimate the relative percentages of coarse- and fine-grained particles in the soil. The percent passing value represents the percentage by weight of the sample finer than the U.S. No. 200 sieve. These tests were conducted to verify field descriptions and to estimate the fines content for analysis purposes. The tests were conducted in accordance with ASTM D 1140, and the results are shown on the exploration logs in Appendix A at the respective sample depths. GEoENGINEER� March 14,2024 Page 1 File No.0410-225-00 Moisture Content Moisture content tests were completed in general accordance with ASTM D 2216 for representative samples obtained from the explorations.The results of these tests are presented on the exploration logs in Appendix A at the depths at respective sample depths. Atterberg Limits Testing Atterberg limits testing was performed on selected fine-grained soil samples.The tests were used to classify the soil as well as to evaluate index properties.The liquid limit and the plastic limit were estimated through a procedure performed in general accordance with ASTM D 4318.The results of the Atterberg limits testing are summarized in Figure A-5 and presented in the exploration logs at the respective sample depth. Organic Content Organic content tests were completed for representative samples in general accordance with ASTM D2974. The results of these tests are presented on the logs at the respective sample depths. GEoENGINEERS� March 14,2024 1 Page File No.0410-225-00 SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS MAJOR DIVISIONS SYMBOLS TYPICAL SYMBOLS TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS CLEAN GRAVELS GW WELL-GRADED GRAVELS,GRAVEL - GRAVEL SAND MIXTURES AC Asphalt Concrete AND D 0 0 GRAVELLY (LITTLE OR NO FINES) 0 O C POORLY-GRADED GRAVELS, \ \ \ SOILS O O GP GRAVEL-SAND MIXTURES �� 0 o CC Cement Concrete COARSE GRAVELS WITH GM SILTY GRAVELS,GRAVEL-SAND- GRAINED MORE THAN So% FINES SILTMIXTURES Crushed Rock/ SOILS OF COARSE CR FRACTION RETAINED Quarry Spal Is ON NO.4 SIEVE (APPRECIABLE AMOUNT CLAYEY GRAVELS,GRAVEL-SAND- OFFNES) 0 GC CLAY MIXTURES SOD Sod/Forest Duff SW WELL GRADED SANDS,GRAVELLY CLEAN SANDS SANDS MORE THAN 50% SAND RETAINEDON AND )LITTLE OR NO FINES) TS Topsoil N0.200 SIEVE SANDY SP POORLY GRADEDSANDS,GRAVELLY SAND SOILS MORE THAN 50% SANDS WITH SM SILTY SANDS,SAND-SILTMIXTURES OF COARSE FINES Groundwater Contact FRACTION PASSING ON NO.4 SIEVE (APPRECIAaLEAMOUNT ' sc CLAYEY SANDS,SAND-CLAY Measured groundwater level in exploration, OF FINES) MIXTURES well,or piezometer INORGANIC SILTS,ROCK FLOUR, ML CLAYEY SILTS WITH SLIGHT PLASTICITY Measured free product in well or piezometer INORGANIC CLAYS OF LOW TO SILTS AND CLAYIUM S, SANDY PLASTICITY,GRAVELLY Graphic Log Contact CLAYS LIQUID LIMIT CL CLAYS,SANDY CLAYS,SILTY CLAYS, FINE LESS THAN 50 GRAINED LEAN CLAYS SOILS ORGANIC SILTS AND ORGANIC SILTY Distinct contact between soil strata OL CLAYS OF LOW PLASTICITY / Approximate contact between soil strata MORE THAN 50% INORGANIC SILTS,MICACEOUS OR PASSING MH DIATOMACEOUS SILTY SOILS NO.200SIEVE Material Description Contact SILTS AND D LIQUID LIMIT GREATER CH INORGANIC CLAYS OF HIGH Contact between geologic units THAN 50 PLASTICITY ORGANIC CLAYS AND SILTS OF ____ Contact between soil of the same geologic OH MEDIUM TO HIGH PLASTICITY unit HIGHLY ORGANIC SOILS PT PEAT,HUMUS,SWAMP SOILS WITH Laborator Field Tests HIGH ORGANIC CONTENTS y NOTE: Multiple symbols are used to indicate borderline or dual soil classifications °%F Percent fines /°G Percent gravel AL Atterberg limits Sampler Symbol Descriptions CA Chemical analysis CID Laboratory compaction test Modified California Sampler(6-inch sleeve)or Dames&Moore CS Consolidation test ® DD Dry density Standard Penetration Test(SPT) DS Direct shear ■ HA Hydrometer analysis Shelby tube MC Moisture content ® Piston MD Moisture content and dry density Mohs Mohs hardness scale Direct-Push OC Organic content PM Permeability or hydraulic conductivity m Bulk or grab PI Plasticity index PL Point load test ® Continuous Coring PP Pocket penetrometer SA Sieve analysis Blowcount is recorded for driven samplers as the number of nco f compression U U blows required to advance sampler 12 inches(or distance noted). C Unconfined compression S UU Unconsolidated undrained triaxial compression See exploration log for hammer weight and drop. VS Vane shear "P"indicates sampler pushed using the weight of the drill rig. Sheen Classification "WOH"indicates sampler pushed using the weight of the NS No Visible Sheen hammer. SS Slight Sheen MS Moderate Sheen HS Heavy Sheen NOTE:The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be representative of subsurface conditions at other locations or times. Key to Exploration Logs GEoENGINEERS Figure AA Rev.03/2024 Start End Total Logged By IKS Drilling Drilled 5/4/2023 5/4/2023 Depth(ft) 4.1.5 Checked By CJL Driller Holocene Drilling,Inc. Method Mud Rotary Surface Elevation(ft) 40 Hammer Autohammer Drilling Deidrich D-90Truck Rig Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment Easting(X) 1294906 System WA State Plane North Northing(Y) 143446 Datum NAD83(feet) See"Remarks"section for groundwater observed Notes: FIELD DATA MATERIAL REMARKS N C O. N w ^ E E bA O N 6 O (n Z J o w a DESCRIPTION _� L > > N +�-' C L O- CL N N N N 30 N N O c c W C K m U U) U UU Cc �U ir0 0 AC Approximately 21/2 inches of asphalt concrete Vacuum truck to 5 feet below ground surface; GP-GM_ \Brown fine to coarse gravel with silt and sand(medium/ soils in excavation spoils visually observed; dense,moist)(fill) densities within this zone estimated based on SPgM -----------------J observation and difficulty of excavation Gray-brown fine to medium sand with silt and gravel SPSM (loose,wet) Dark gray fine to medium sand with silt and occasional Groundwater observed at approximately 31/2feet gravel(loose,wet)(alluvium) below ground surface 3 5 5 7 1 22 11 %F Q Grades to medium dense,with gravel 10 14 16 2 3 o' z LL' -- ------------------- 0 3 3 ML Gray-brown silt with sand and organic matter(wood debris)(medium stiff,wet) w w 15 1 5 4 w LIC -- ------------------- 6 9 5 0 GP Dark gray fine to coarse gravel(loose,wet) 0 N i 0 ------------------ Q O ti 20 A5 16 6 o GP-GM Dark gi' Y a fine to coarse gravel with silt and sand 0 N 0 (medium dense,wet) 0 0 z 0 o o 0 0 m � O ti 25 9 50/6" z 0 SM Gray-brown silty fine to coarse sand with gravel(very - dense,wet)(glacial drift) 0 a O N N O V/ F Q ti 30 6 50/6^ $ 0 GP-GM Gray-brown fine to coarse gravel with silt and sand 0 0 (very dense,wet) 0 0 O & o 0 35 O y Note:See Figure A-1 for explanation of symbols. z Coordinates Data Source:Horizontal approximated based on Aerial Imagery.Vertical approximated based on DEM. a z 0 Log of Boring&I -- Project: Mill Creek Bank Stabilization at Kennebeck Avenue North G M E N G I N E E R S /// Project Location: Kent,Washington Figure A-2 Project Number: 0410-225-00 Sheet 1 of 2 FIELD DATA E E bA O MATERIAL REMARKS w N 6 O co Z J o w a 2 DESCRIPTION _� L > > N +O-' C L O-CL > fl- N U 3 N E N l6 O N Nc do W c K m U (n H C7 C7 U 20 iLL U 35 18 43 s ML Gray silt with sand and organic matter(woody debris) 34 Mc (hard,moist) 18 76 10 Graded to gray-green silt Grades to dark gray with organic matter 40 Grades to gray silt Organic matter consists of charcoal-like woody debris 3 0 z ❑ z x U O U' O N 7 0 N ❑I W Z Z O Z U' O O ifl N N O V/ F Z (9 O a FN O 6 3 O U V) Z Z O Log of Boring B-1(continued) -- Project: Mill Creek Bank Stabilization at Kennebeck Avenue North G M E N G I N E E R Project Location: Kent,Washington Figure A-2 Project Number: 0410-225-00 sheet 2 of 2 Start End Total Logged By IKS Drilling Drilled 5/4/2023 5/4/2023 Depth(ft) 4.1.5 Checked By CJL Driller Holocene Drilling,Inc. Method Mud Rotary Surface Elevation(ft) 39 Hammer Autohammer Drilling Deidrich D-90Truck Rig Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment Easting(X) 1294913 System WA State Plane North Northing(Y) 143742 Datum NAD83(feet) See"Remarks"section for groundwater observed Notes: FIELD DATA MATERIAL REMARKS N C O. � w ^ E E bA O N 6 O (n Z J o w a DESCRIPTION _� L > > N +�-' C L C, N N N U 3 din N O N oc �c N N W c K m U (nH U UU 20 iiU 0 AC Approximately 21/2 inches of asphalt concrete Vacuum truck to 10 feet below ground surface; SPSM Dark gray fine to medium sand with silt and gravel soils in excavation spoils visually observed; (medium dense,moist)(fill) densities within this zone estimated based on observation and difficulty of excavation 3 Groundwater observed at approximately 31/2 feet below ground surface 5 30 10 9 5 1 SM Dark gray silty fine to medium sand with organic 26 28 %F matter(wood fragments)(loose,wet)(alluvium) 0 z LL' 1 2 ML Dark gray silt with sand and organic matter(woody 48 zMC tih debris)(very soft,wet) U w 15 12 4 3 ML Dark gray sandy silt with occasional organic matter ao 64 F (soft,wet) 14 5 4 ML Gray-brown silt with organic matter(medium stiff,wet) 149 OC=21% N 0C I O Z ry �I 0 20 8 7 5 SM Gray siltyfine sand with organic matter(woody debris) N 0 (loose,wet) I N Z U' Z W (7 y 25 11 20 s Grades to fine to medium sand,mediumdense 0 d 0 N yo Grades to fine sand a 7e SM Dark grayfine to medium sand with silt(medium odense,wet) a G 0 a h Grades to dark gray to gra with organic matter(woody 35 y Note:See Figure A-1 for explanation of symbols. z 0 Coordinates Data Source:Horizontal approximated based on Aerial Imagery.Vertical approximated based on DEM. a z 0 Log of Boring&2 -- Project: Mill Creek Bank Stabilization at Kennebeck Avenue North G M E N G I N E E R S /// Project Location: Kent,Washington Figure A-3 Project Number: 0410-225-00 Sheet 1 of 2 FIELD DATA Z E E bA O MATERIAL in REMARKS N 6 O J 2 DESCRIPTION E N 2N Nc do W c K m 75 (n H C7 2 U 0 iLL U 35 15 31 8 debris),dense SIP Dark grayfine to coarse sand(dense,wet) 0 40 13 31 9 3 0 z ❑ z x U O U' O N 7 0 N ❑I W Z Z O Z U' O O ifl N N O V/ F Z (9 O a FN O 6 3 O U V) Z Z O Log of Boring B-2(continued) -- Project: Mill Creek Bank Stabilization at Kennebeck Avenue North � /// Project Location: Kent,Washington G EO E N G I N E E R Figure A 3 Project Number: 0410-225-00 Sheet 2of2 Start End Total 315 Logged By IKS Driller Holocene Drilling Inc. Drilling Mud Rotary Drilled 5/5/2023 5/5/2023 Depth(ft) Checked By CJL Method Hammer Autohammer Drilling Deidrich D-90Truck Ri Data 140(Ibs)/30(in)Drop Equipment g DOE Well I.D.: BPq 552 A 2-in well was installed on 5/5/2023 to a depth of 13 ft Surface Elevation(ft) 39 Top of Casing 39.00 Vertical Datum NAVD88 Elevation(ft) Groundwater Depth to Easting(X) 1294923 Horizontal WA State Plane North Date Measured Water ft Elevation(ft) Northing(Y) 144065 Datum NAD83(feet) 5/5/2023 3.50 35.50 Notes: FIELD DATA WELL LOG E E W `s MATERIAL a c co Z > — Steel surface o w a a - U 2 DESCRIPTION _� co > O U a0 > a) N U 3 din l6 O N Nc do lL c form U (n H i CJ C7 U 2 U ii U 0 _SOD_ -1 Approximately 2 inches of sod concrete surface / \(Vacuum truck to_10 feet below round surface / SM — — — -- ---- J 1 seal Brown siltyfine to medium sand with gravel Nnch Schedule 40 (medium dense,moist)(fill) 2 PVC well casing 3/8inch bentonite 1 3 seal Industrial Gillibrand Whole Grain Sand 5 (Groundwater observed at approximately 51/2 feet below ground surface) (Broken pieces of PVC pipe observed in fill) ML Dark gray silt with sand and occasional gravel PVC screen, le 40 (soft,wet)(alluvium) 0.024inchslot width 10 4 3 1 Grades to brown-gray,very soft 58 318o AL AL(LL=44,PI=14) 13 wby -- -- ————— — -- w 3 MH Dark gray silt with occasional gravel(soft,wet) 50 15 AL AL(LL=94,PI=54) 4 39 Mc __ _______ __________ N SM Gray silty fine to medium sand with occasional z gravel(loose,wet) �I 0 N 20 0 4 5 N Z U' Z O z 25 12 50/5" s SM Gray silty fine to coarse sand with gravel(very o dense,wet)(glacial drift) 0 O N N O F Z 30 18 /11.5 7ML Gray-brown with heavy oxidation staining silt(hard, wet) a FN F O 6 3 0 O y Note:See Figure A-1 for explanation of symbols. z Coordinates Data Source:Horizontal approximated based on Aerial Imagery.Vertical approximated based on DEM. a z 0 Log of Boring with Monitoring Well B-3 Project: Mill Creek Bank Stabilization at Kennebeck Avenue North M G EO E N G I N E E RS Project Location: Kent,Washington Figure A-4 Project Number: 0410-225-00 Sheet 1 of 1 0410-225-00 Date Exported:05/24/2023 PLASTICITY CHART 60 50 CH DrOH w 40 z � P 2 30 a M or OH 20 CL.or OL ^ 10 M CL-ML L or OL 0 m D Z 0 10 20 30 40 50 60 70 80 90 100 CD ) C� % LIQUID LIMIT Z m (D CD M =� 0 00 Moisture Liquid Plasticity Boring Depth Content Limit Index Cn Cn cn C N Symbol Number (feet) N M M Soil Description 17R N B-3 12.5 58 44 14 Silt(MIL) r+ L7 rr = ElB-3 14.3 50 94 54 Elastic silt(MH) N CD O = � N CID Note:This report may not be reproduced,except in full,without written approval of GeoEngineers,Inc. Test results are applicable only to D the specific sample on which they were performed and should not be interpreted as representative of any other samples obtained at other times,depths or locations,or generated by separate operations or processes. The liquid limit and plasticity index were obtained in general accordance with ASTM D 4318. GeoEngineers 17425 NE Union Hill Road Ste 250,Redmond,WA 98052 APPENDIX B Sheet Pile Design Calculations Mill Creek Bank Stabilization - Kennebeck Ave N By: TAB 2/28/2024 EDENGINEER� Kent, WA Chk: CJL 2/28/2024 Sheet Pile Wall Analysis Subject: Wall Analysis for the sheet pile wall for Mill Creek Bank Stabilization project located in Kent, WA. References: • AASHTO LRFD Bridge Design Manual 9th Edition (2020) • American Institute of Steel Construction (AISC) -Steel Construction Manual Design Manual, 15th Ed. Steel Grade: Sheet pile steel Use A572, Gr. 50 Steel Fy50:=50•ksi Soil Profile/Parameters: Layer Depth Friction Angle- Post Seismic/ Unit Weight Static Strength Liquefied Cohesion Soil Type (ft) ( ) (degrees) >s Existing Fill 0-3 125 32 225 Upper Alluvium 3-25 115 30 225 Lower Alluvium 25-50 115 34 NA(Static) Notes- p4=pounds per cubic foot p�,[s =pounds per square foot Assumptions: • The design uses the Rankine method to determine active and passive earth pressures based on the soil parameters. • Water table is assumed to be at BOE, weep holes to be provided through sheet to prevent buildup of hydrostatic pressure behind wall. • Design considers traffic vertical surcharge of 250 psf • An assumed yielding wall condition was considered for design of the sheet wall system. • Embedment depth is calculated based on moment equilibrium and design for a min FS of 1.2 • Support of Excavation Wall Analyses performed using DeepEX V23.O1 Software, by Deep Excavation LLC. Load Cases: AASHTO Load Case - Static Loading Strength la - Pseudo Static Extreme I - Post Seismic Extreme I Wall Analysis Summary.mcdx 1 of 2 Mill Creek Bank Stabilization - Kennebeck Ave N By: TAB 2/28/2024 EOENGINEEIR Kent, WA Chk: CJL 2/28/2024 Sheet Pile Wall Analysis Design Summa[y Design HT Primary Secondary Maximum STATION Min Sheet From mudline Sheet Pair Sheet Pair Moment MinFS Size - Min Length Min Length Embed ft)M (ft) (ft) (kip-ft ft) 21+00-24+75 AZ14-770 6.5 25 8.5 20.3 1.2 24+75-28+00 AZ14-770 7.5 28 9.5 28.5 1.2 Sheet Pile Check - Maximum Moment -Strength 1a case Maximum Design Moment per Mmax 29.7 kip• ft •2=59.4 kip•ft *consider twice max Foot of Span ft ft moment per foot based on 3 alternating sheet pile Sheet Pile Elastic Modulus Sx:=25.2 in Structural Check fb:= Mmax =283 ksi Fb:=0.9•Fy50=45 ksi Sx fb =0.63 < 1.0 OK Fb Wall Analysis Summary.mcdx 2 of 2 Cnnrrete C*de: AD 315-19 Steel Code: ANSI/AISC 3fi0-Sfi istWalI LimitEquiIitrrium Assume: Elum'smethod Drain State Clays Default Water y=62.-� p,f Simple flaw Drive Ka Wall Toe Wall1 MirvFS= 1.203 Resist Kp FSEmhea= 1.203 Code AASHTO LRFD 9th (2020 FS _ 2.432 FSRot.= 1.312 Lase Strength la Reg.we FS--I: 15.38it Parameter Safety Fait ar Tve�J.F8=1: 121 Note: ToeFS1 Seismic:multiplier Eq 0 FSITYD= 1.843 Variable Ioadsy.LL 1.75 Permanent loads yp.DL 1 Temporary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EFF.cohesion c' 1 Shear strength Su 1 Earth unfavorable yp.EH 1.35, F_kA= 2.5 Earth favorable Op.EH 0.75 '.'dater unfavorable y.WA 1 Water favorab I eO.WA 1 Deflection finch) Moment(k-ft/ft) Pressures fkso HYDraulic unfavorable y.HYD 1 1 0 1 -25 -20 -15 -10 = 4 i 2 HYDrauIicfavorahleO.HYD 1 J_s UPLift unfavorable V.UP 1 E1.40ft 0.31m t v°Lift:favnrable 0.UP 1 77 FII Used FS walI STR SErwi-e Yt=`2,5 p f -0.319 ksi --, 37fi Snnw¢.SN 0 5.5 ft -0.33315f # Ei.23.5 ft -0.25ksf Upper Alluvium yY-115 pef -0.03 in 4-30 deg -20.3 k-f ffi 'S.S ft -5ft 1.752ksf iL AZ 14-770 Steel Stems Amow:AZ�4770. L%--25.2 irXfi Fy SFaat=57 ksi Cartikwer: Free eanh�CALTRANS-d_Fur-ZW) Lower Alluvium yt=115 p-i $`-34 deg Deepex Output - Cantilever Section Static - 6.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS� Figure 4 CD•n Crete Cnde: ACI 318-19 Steel Code: ANSIfAISC 36V-1fi SstWall Limit Equilibrium Assume: Blum's method Drain State Clays Default Watery=62.4 pcf Simple flow Drive User Def. Waffoe Wall1 MirvF3= 1.285 Resist Kp FSEmheV 1-285 Code AASHTLRFD9th (202-D) F3 _ 2.842 FSRot.= 1.516 Case Extreme I Reg.we FS=1: 11.fl7ft Parameter Safety Factor Tae�J.F3=1: 2111 Nacre: TaeF3,1 Se ism ir multiplier EQ 1 FSNfD= 1.&13 Variable Ioadsy.LL U.5 Permanent loads yp.DL 1 Tempwary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EfF.cohesion c' 1 Shear strength Su 1 Earth unfavo-rable yp.EH 1 Earth favorable Op.EH 1 Water unfavorable Water favnra b l aO.WA ' Deflection finch) Moment(k-k t) Pressures fkso HYDraulic unfavorable y.HYC -T5 -`O -5 0 j 2 HYDraulic favorahleO.HYD _ UPLift unfavorable y.UP ' El.dd ft 0.14 it ,y,y�UPLiftfavorahle .UP _ RII 77 VL=.25p f Used FSwalI STR Servi.a 37 f1 Snow O.SN 0 G.5 ft J� = 33.5ft ff -D.297 bf -0.4t it Upper Alluvium yt-115 fef -13.3 -r i 1_5 ft '=30 deg 2.518 ksf AZ?4770-art Steel Stets -5 ft DES:Ad 1,4770 IM=25.2 ir3rft Fy 3heEt=50 ks i Cavdlaver Free s3rLNCALTRAN3-d_Fa=2S%� Lowe r AI I uvi u m yt=115 p:f $`-34 deg Deepex Output - Cantilever Section Pseudo Static - 6.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS rg�) Figure 5 Canrrete Cade: ACI318-19 Steel Code: ANSIfAISC 36fl-1fi SstWall Limit Equilibrium Assume: Blum's method Drain State Clays Default Watery=62.4 prf Simple flow Drive User Def. Waffoe Wall s f4iM1Fs= tAW Resist Kp FSEmtoV -.£3 Code AASHTLRFD9th (202�) FS _ 2.197 FSRot.= 1.485 Case Extreme I Reg.we FS=1: 9.2ft Parameter Safety Factor Tae�J.FS=1: 24.3 N Nacre: TaeFSt Seismir multiplier EQ 1 FSNfD= 1.843 lL Variable Ioadsy.LL U.5 Permanent loads yp.DL 1 Tempwary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EfF.cohesion c' 1 Shear strength Su 1 Earth unfavo-rable yp.EH 1 Earth favorable Op.EH 1 Water unfavorable Water favnra b l aO.WA ' Deflection(inch) Moment(k-f A) Pressures fkso HYDraulic unfavorable y.HYC ' -1 0 1 40 S 0 -1 0 1 HYDrauIir favorahl0.HYD ' UPLift unfavorable y.UP ' _-4� 0.06 r U P Lift favorah I e 0.UP ' Fill-Residual yt=125pcf Used FSwalISTR Servi.-a 37 ft ZISnow O.SN 0 G.S ft -0.2834mf = 33.5ft 0.167 w 0;r. 5.1#4Ylft pper Alluvium-Residual-undrained(UR ) yr 115 pd `_5 ft SU--225 psf 0.934 ksf AZ#4770-cart Steal Sheets -5ft DES:Ad 14-770.Sxx=2S.2 irZft Fy"Sheet=50 ks i Calstilever. Free e3nh(CALTRAN5-d_Fa=2S%( Lowe r AI I uvi u m yt=115 pc# $`--24 deg Deepex Output - Cantilever Section Post Seismic - 6.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS� Figure 6 Cnnrrete Code: AD 315-19 Steel Code: ANSI/AISC 3fi0-Sfi istWalI LimitEquiIitrrium Assume: Elum'smethod Drain State Clays Default Water y=62.4 prf Simple flaw Drive Ka Wall Toe Wai11 Mir,FB= 1.196 Resist Kp FSEmhev 1-196 Code AASHTO LRFD 9th (2020 FS _ 2574 FSRot.= 1-314 Lase Strength la Reg.we FS--I: 17.14it Parameter Safety Fait ar Tve EJ.F.I: 15.3�6 ft Note: T.FS Seismicmultiplier EQ 0 FSITYD= 1.843 Variable Ioadsy.LL 1.75 Permanent loads yp.DL 1 Temporary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EFF.cohesion c' 1 Shear strength Su 1 Earth unfavorable yp.EH 1.35, F_kA= 2.5 Earth favorable Op.EH 0.75 '.'dater unfavorable y.WA 1 Water favorab I eO.WA 1 Deflection finch) Moment(k-fA) Pressures(ksf HYDraulic unfavorable y.HYD 1 0 -W -25 -20 45 -'=' = = -1 0 2 3 HYDrauIicfavorahleO.HYD 1 n_5 UPLift unfavorable y.UP 1 FJ.40ft 0.55ir — v°Lift:favnrable 0.UP 1 Fill Used FS walI STR SErvl-e yt='25 pef 92 _ 37ff Snnw¢.SN 0 7.5 ft -9.54&ksf El.32.5 ft -0.273#sf Upper Alluvium yt=115 pef 4_30 deg -0.457n -28.5 k-Wft I 20.5 ft Sn t.618ksf .0581ksf 2.446 Isf Ad 14-770 Steel Sheets ❑ES:A2 74T70,Scr 25.2 irs3Jft Fy Sieat=55ksi Cankver. FreeeanNCA.LTRANS-d_Rv-256} LovrerA]Iuvium yt=115 p=f $`-34 deg Deepex Output - Cantilever Section Static - 7.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS� Figure 7 Cftnrrete Cade: ACI 318-19 Steel Code: ANSIfAISC 36V-1fi SstWall Limit Equilibrium Assume: Blum's method Drain State Clays Default Watery=62.4 prf Simple flow Drive User Def. Waffoe Wall1 Mjr,FS= 1.844 Resist Kp FSEmtoV 1.844 Code AASHTO LRFD9th (202-D) FS = 3.958 FSRot.= 2.353 Case Extreme I Reg.we FS--I: 11.112ft Parameter Safety Far-tar Tae�J.FS=1: 2i.38 ft Nacre: T.FSI1 Seismir multiplier EQ 1 FSNfD= 1.843 Variable Ioadsy.LL U.5 Permanent loads yp.DL 1 Tempwary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EfF.cohesion c' 1 Shear strength Su 1 Earth unfavo-rable yp.EH 1 Earth favorable Op.EH 1 Water unfavorable Water favnra b l aO.WA ' Deflection finch) Moment(k-Vt) Pressures(ksf HYDraulic unfavorable y.HYC ' 0 Y 15 10 S a i 2 3 HYDrauIir favorahleO.HYD _ .25 1 UPLift unfavorable y.UP ' El.40 ft 9.18 ae ,y,y�UP Lift favorahle .UP _ R I I yt=,2,5P=f Used FSwalISTR servira 37fi Snow O.SN 0 7.5 ft -0.453 W -0.'3 3kst Upper AJIuvium 4101 in yt=115 pef -14.9 k4Uft #'_30deg 20.5 ft 3.195 ksf -5ft 289 ksf 3.969 ksf AZ 24770-cart steelsreeis ❑E5:AZ 14-770.acr-25.2 ioXft Fy 5rea=96ksi CardLwer. FreeeanNCA.LTRANS-d_Fb=25%j LovrerA]Iuvium yt=115 p-i $`-34 deg Deepex Output - Cantilever Section Pseudo Static - 7.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS� Figure 8 Cftnrrete Cade: ACI 318-19 Steel Code: ANSIfAISC 36fl-1fi SstWall Limit Equilibrium Assume: Blum's method Drain State Clays Default Watery=62.4 prf Simple flow Drive User Def. Waffoe wall 14irvFS= 1.471 Resist Kp FSEmhev 1.5�67 Code AASHTLRFD9th (202�) FS _ 2.4s6 FSRot.= 1.471 Case Extreme I Reg.we FS=1: 13.08ft Parameter Safety Factor Tae�J.FS=1: ""ft Nacre: T.FSI1 Seismir multiplier EQ 1 FSNfD= 1.843 Variable Ioadsy.LL U.5 Permanent loads yp.DL 1 Tempwary anchors 1 Permanent anchors 1.11 tan(friction angle) 1 EfF.cohesion c' 1 Shear strength Su 1 Earth unfavo-rable yp.EH 1 Earth favorable Op.EH 1 Water unfavorable y.IAIA ' Water favnra b l aO.WA ' Deflection finch+ Moment(k-ftfft) Pressures fk5f- HYDraulic unfavorable y.HYC ' -to -5 = - 2 3 4 HYDrauIir favorahl0.HYD ' UPLift unfavorable y.UP ' U P Lift favorah I e 0.UP ' Fill-Residual 77 yt=125pc!f Used FSwalISTR servica 37ft Snow O.SN 0 ;.SfL.3S8ksf -.32.5ft 0.122 k=i pper Alluvium-Residual-undrained(UR ) y-115paf i' ir. I 225 psf �.s 20.5 ft -5ft 0.SM ksf 2.a38 ksf 3.217 ksf AZ:4-T70-soot Steelsraeu ❑ES:AZ 14TTO.Sxr 25.2 ii 3Xft Fy STeat=50 ksi Cardle-ver. FreeeanNCA.LTRANS-d_Rv-25%j LowerAIIuvium yt--115 pef $`-24� Deepex Output - Cantilever Section Post Seismic - 7.5 ft cut Mill Creek Bank Stabilization - Kennebeck Ave N Kent, WA GEOENGINEERS rg�) Figure 9 APPENDIX C Report Limitations and Guidelines for Use APPENDIX C REPORT LIMITATIONS AND GUIDELINES FOR USE' This appendix provides information to help you manage your risks with respect to the use of this report. Read These Provisions Closely It is important to recognize that the geoscience practices (geotechnical engineering, geology and environmental science) rely on professional judgment and opinion to a greater extent than other engineering and natural science disciplines, where more precise and/or readily observable data may exist. To help clients better understand how this difference pertains to our services, GeoEngineers includes the following explanatory "limitations" provisions in its reports. Please confer with GeoEngineers if you need to know more how these "Report Limitations and Guidelines for Use" apply to your project or site. Geotechnical Services are Performed for Specific Purposes, Persons and Projects This report has been prepared for City of Kent and for the Project specifically identified in the report. The information contained herein is not applicable to other sites or projects. GeoEngineers structures its services to meet the specific needs of its clients. No party other than the party to whom this report is addressed may rely on the product of our services unless we agree to such reliance in advance and in writing. Within the limitations of the agreed scope of services for the Project, and its schedule and budget,our services have been executed in accordance with our Agreement with City of Kent executed on April 7, 2023 and generally accepted geotechnical practices in this area at the time this report was prepared. We do not authorize, and will not be responsible for,the use of this report for any purposes or projects other than those identified in the report. A Geotechnical Engineering or Geologic Report is based on a Unique Set of Project-Specific Factors This report has been prepared for the Mill Creek Bank Stabilization project in Kent, Washington. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, it is important not to rely on this report if it was: ■ Not prepared for you, ■ Not prepared for your project, ■ Not prepared for the specific site explored, or ■ Completed before important project changes were made. For example, changes that can affect the applicability of this report include those that affect: ■ The function of the proposed structure; ■ Elevation, configuration, location, orientation or weight of the proposed structure; 1 Developed based on material provided by GBA,GeoProfessional Business Association;www.geoprofessional.org. GEOENGINEER� March 14,2024 PageC-1 File No.0410-225-00 ■ Composition of the design team; or ■ Project ownership. If changes occur after the date of this report, GeoEngineers cannot be responsible for any consequences of such changes in relation to this report unless we have been given the opportunity to review our interpretations and recommendations. Based on that review, we can provide written modifications or confirmation, as appropriate. Environmental Concerns are Not Covered Unless environmental services were specifically included in our scope of services, this report does not provide any environmental findings, conclusions, or recommendations, including but not limited to, the likelihood of encountering underground storage tanks or regulated contaminants. Subsurface Conditions Can Change This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by man-made events such as construction on or adjacent to the site, new information or technology that becomes available subsequent to the report date, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. If more than a few months have passed since issuance of our report or work product, or if any of the described events may have occurred, please contact GeoEngineers before applying this report for its intended purpose so that we may evaluate whether changed conditions affect the continued reliability or applicability of our conclusions and recommendations. Geotechnical and Geologic Findings are Professional Opinions Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site.Site exploration identifies the specific subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied its professional judgment to render an informed opinion about subsurface conditions at other locations. Actual subsurface conditions may differ, sometimes significantly, from the opinions presented in this report. Our report, conclusions and interpretations are not a warranty of the actual subsurface conditions. Geotechnical Engineering Report Recommendations are Not Final We have developed the following recommendations based on data gathered from subsurface investigation(s). These investigations sample just a small percentage of a site to create a snapshot of the subsurface conditions elsewhere on the site. Such sampling on its own cannot provide a complete and accurate view of subsurface conditions for the entire site.Therefore,the recommendations included in this report are preliminary and should not be considered final. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for the recommendations in this report if we do not perform construction observation. We recommend that you allow sufficient monitoring, testing and consultation during construction by GeoEngineers to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes if the conditions revealed during the work GEoENGINEER� March 14,2024 PageC-2 File No.0410-225-00 differ from those anticipated, and to evaluate whether earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation forthis project is the most effective means of managing the risks associated with unanticipated conditions. If another party performs field observation and confirms our expectations, the other party must take full responsibility for both the observations and recommendations. Please note, however, that another party would lack our project- specific knowledge and resources. A Geotechnical Engineering or Geologic Report Could Be Subject to Misinterpretation Misinterpretation of this report by members of the design team or by contractors can result in costly problems. GeoEngineers can help reduce the risks of misinterpretation by conferring with appropriate members of the design team after submitting the report, reviewing pertinent elements of the design team's plans and specifications, participating in pre-bid and preconstruction conferences, and providing construction observation. Do Not Redraw the Exploration Logs Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data.The logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Photographic or electronic reproduction is acceptable, but separating logs from the report can create a risk of misinterpretation. Give Contractors a Complete Report and Guidance To help reduce the risk of problems associated with unanticipated subsurface conditions, GeoEngineers recommends giving contractors the complete geotechnical engineering or geologic report, including these "Report Limitations and Guidelines for Use."When providing the report,you should preface it with a clearly written letter of transmittal that: ■ Advises contractors that the report was not prepared for purposes of bid development and that its accuracy is limited; and ■ Encourages contractors to conduct additional study to obtain the specific types of information they need or prefer. Contractors are Responsible for Site Safety on Their Own Construction Projects Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and adjacent properties. Biological Pollutants GeoEngineers' Scope of Work specifically excludes the investigation, detection, prevention or assessment of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations, recommendations, findings or conclusions regarding the detecting, assessing, preventing or abating of Biological Pollutants, and no conclusions or inferences should be drawn regarding Biological Pollutants as they may relate to this project.The term "Biological Pollutants" includes, but is not limited to, molds,fungi, spores, bacteria and viruses, and/or any of their byproducts. GEOENGINEER� March 14,2024 PageC-3 File No.0410-225-00 A Client that desires these specialized services is advised to obtain them from a consultant who offers services in this specialized field. Information Provided by Others GeoEngineers has relied upon certain data or information provided or compiled by others in the performance of our services. Although we use sources that we reasonably believe to be trustworthy, GeoEngineers cannot warrant or guarantee the accuracy or completeness of information provided or compiled by others. GEOENGINEERS� March 14,2024 Page C-4 File No.0410-225-00 GEOENGINEERS� PHOTOS- PEDESTRIAN BRIDGES AND CULVERTS Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-9 April 30, 2024 Project Number: 24-3012 Y ROAD WILL BE CLOSED M 14 VA SVI � ""1,r -•1 y�� vn Y9� 7� Picture 1: Kennebeck Bridge k !�F A Y �l Wzl . l�,�r -.rr X. �1✓ i t Picture 2: James Street Culverts _ . y � IIi � C •�' .ice ' ti sFA O19 N r , AAti �r. r - IIi i I/- .: _ I ►lyI A it'IT OA yr. Picture 5: 1014 Central Ave N Bridge rn .i 10 kL IN Picture 6: 1014 Central Ave N Bridge (Aerial) CATALOG SHEETS Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-10 April 30, 2024 Project Number: 24-3012 AZ HOT ROLLED STEEL tf SHEET PILE SERIES j-- h ��tW w w •1AI � 10WMUM Elastic Plastic I I I 'q- New AZ 12 770 30.31 13.52 0.335 0.335 5.67 48.78 19.31 23.2 27.5 156.9 6.07 1.20 770 344 8.5 8.5 120.1 72.6 94.3 1245 1480 21430 1.85 1.20 AZ 13-770 30.31 13.54 0.354 0.354 5.94 51.14 20.24 24.2 28.8 163.7 6.07 1.20 770 344 9.0 9.0 125.8 76.1 98.8 1300 1546 22360 1.85 1.20 *AZ 14-770 30.31 13.56 0.375 0.375 6.21 53.42 21.14 25.2 30.0 170.6 6.07 1.20 770 345 9.5 9.5 131.5 79.5 103.2 1355 1611 23300 1.85 1.20 AZ 17-700 27.56 16.52 0.335 0.335 6.28 49.12 21.38 32.2 37.7 265.3 6.10 1.33 700 420 8.5 1 8.5 133.0 73.1 104.4 1730 1 2027 36230 1 1.86 1.33 AZ 18-700 27.56 16.54 0.354 0.354 6.58 51.41 22.39 33.5 39.4 276.8 6.10 1.33 700 420 9.0 9.0 139.2 76.5 109.3 1800 2116 37800 1.86 1.33 AZ 19-700 27.56 16.56 0.375 0.375 6.88 53.76 23.35 34.8 41.0 288.4 6.10 1.33 700 421 9.5 9.5 145.6 80.0 114.3 1870 2206 39380 1.86 1.33 AZ 20-700 27.56 16.57 0.394 0.394 7.18 56.11 24.43 36.2 42.7 300.0 6.10 1.33 700 1 421 10.0 10.0 152.0 83.5 119.3 1945 2296 40960 1.86 1.33 AZ 18-800 31.5 17.68 0.335 0.335 6.07 54.26 20.67 34.2 39.7 302.6 6.82 1.30 800 449 1 8.5 8.5 128.6 80.7 100.9 1840 2135 41320 2.08 1.30 *AZ 20-800 31.5 17.72 0.375 0.375 6.66 59.50 22.67 37.2 43.3 329.9 6.82 1.30 800 450 9.5 9.5 141.0 88.6 110.7 2000 2330 45050 2.08 1.30 AZ 22-800 31.5 17.76 0.413 0.413 7.25 64.77 24.68 40.3 47.0 357.3 6.82 1.30 800 451 10.5 10.5 153.5 96.4 120.5 2165 2525 48790 2.08 1.30 AZ 23-800 31.50 18.66 0.453 0.354 7.12 63.56 24.22 43.3 49.9 404.6 6.94 1.32 800 474 11.5 9.0 150.6 94.6 118.2 2330 2680 55260 2.11 1.32 *AZ 25-800 31.50 18.70 0.492 0.394 7.71 68.91 26.26 46.5 53.8 435.1 6.94 1.32 800 475 12.5 10.0 163.3 102.6 128.2 2500 2890 59410 2.11 1.32 AZ 27-800 31.50 18.74 0.531 0.433 8.31 74.26 28.29 49.7 57.6 465.5 6.94 1.32 800 476 13.5 11.0 176.0 110.5 138.1 2670 3100 63570 2.11 1.32 AZ 24-700 27.56 18.07 0.441 0.441 8.23 64.30 28.00 45.2 53.5 408.8 6.33 1.38 700 459 11.2 11.2 174.1 95.7 136.7 2430 2867 55820 1.93 1.38 AZ 26-700 27.56 18.11 0.480 0.480 8.84 69.12 30.10 48.4 57.1 437.3 6.33 1.38 700 460 12.2 12.2 187.2 102.9 146.9 2600 3070 59720 1.93 1.38 AZ 28-700 27.56 18.15 0.520 0.520 9.46 73.93 32.19 51.3 60.9 465.9 6.33 1.38 700 461 13.2 13.2 200.2 110.0 157.2 2760 3273 63620 1.93 1.38 AZ 28-750 29.53 20.04 0.472 0.394 8.09 67.73 27.53 52.3 60.3 523.9 6.93 1.41 750.0 509.0 12.00 10.00 171.2 100.80 134.40 2810 3245 71540 2.11 1.41 AZ 30 750 29.53 20.08 0.512 0.433 8.73 73.08 29.70 55.9 64.8 561.5 6.93 1.41 750.0 510.0 13.00 11.00 184.7 108.80 145.00 3005 3485 76670 2.11 1.41 AZ 32-750 29.53 20.12 0.551 0.472 9.37 78.44 31.88 59.5 69.2 599.0 6.93 1.41 750.0 511.0 14.00 12.00 198.3 116.70 155.60 3200 3720 81800 2.11 1.41 AZ 36-70ON 27.56 19.65 0.591 0.441 10.20 79.72 34.71 66.8 76.4 656.2 6.73 1.47 700 499 15.0 11.2 215.9 118.6 169.5 3590 4110 89610 2.05 1.47 *AZ 38-70ON 27.56 19.69 0.630 0.480 10.87 84.94 36.98 70.6 81.1 694.5 6.73 1.47 700 500 16.0 12.2 230.0 126.4 180.6 3795 4360 94840 2.05 1.47 AZ 40-70ON 27.56 19.72 0.669 0.520 11.54 90.16 39.26 74.3 85.7 732.9 6.73 1.47 700 501 17.0 13.2 244.2 134.2 191.7 3995 4605 100080 2.05 1.47 AZ 42-70ON 27.56 19.65 0.709 0.551 12.22 95.51 41.59 78.2 90.3 768.4 6.75 1.47 700 499 18.0 14.0 258.7 142.1 203.1 4205 4855 104930 2.06 1.47 AZ 44-70ON 27.56 19.69 0.748 0.591 12.89 100.74 43.87 81.9 95.0 806.6 6.75 1.47 700 500 19.0 15.0 272.8 149.9 214.2 4405 5105 110150 2.06 1.47 AZ 46-70ON 27.56 19.72 0.787 0.630 13.56 105.97 46.14 85.7 99.5 844.9 6.75 1.47 700 501 20.0 16.0 287.0 157.7 225.3 4605 5350 115370 2.06 1.47 AZ 48-700 27.56 19.80 0.866 0.591 13.63 106.49 46.37 88.4 102.1 876.2 6.70 1.46 700.0 1 503.0 22.00 15.00 288.4 158.50 226.40 4755 5490 119650 2.04 1.46 AZ 50 700 27.56 19.84 0.906 0.630 14.30 111.73 48.65 92.2 106.7 914.6 6.70 1.46 700.0 504.0 23.00 16.00 302.6 166.30 237.50 4955 5735 124890 2.04 1.46 AZ 52-700 27.56 19.88 0.945 0.669 14.97 116.97 50.93 95.9 111.3 953.0 6.70 1.46 700.0 505.0 24.00 17.00 317.0 174.10 248.70 5155 5985 130140 2.04 1.46 *Indicates standard stocking sections. Please check with your local sales representative for material availability. JD Fields&Company,Inc. 1 2727 Allen Parkway,Suite 2000 1 Houston,Texas 77019 1 (281)558-7199 1 www.jdfields.com AZ ' ROLLED STEEL rtf SHEET PILE SERIES 1yt h ��t w w Available Steel Grades ASTM Yield Strength ASTM Yield Strength ASTM Yield Strength_� ASTM E�ieldStrength A328 39 270 Grade 260 W 38 260 S240 GP 35 240 Blue 320 46 320 A572 Gr.42 42 290 Grade 300 W 43 300 S270 GP 39 270 Blue 355 51 355 A572 Gr.50 50 345 Grade 350 W 51 355 S320 GP 46 320 Blue 390 57 390 A572 Gr.55 55 380 Grade 400 W 58 400 S355 GP 51 355 A572 Gr.60 60 415 S390 GP 57 390 A572 Gr.65 65 450 S430 GP 62 430 A690 50 345 S460 AP 67 460 A690* 57 390 Highlighted fields represent the most commonly used and readily available steel grades. *Not available for AZ 48/50/52-700. **Corrosion resistant steel;check for availability. Corner Piles -52 mm f A q f A A +-2.064 -40 mm� 45 mm -60 mm I B 1 B 1 -1.571-7� -30'150° -2.40„ 90° 90°-135° B 60°-120° 40-140° -40-140° E 20 Omega 18 E 22 Delta 13 LTn LV20n Gr: S355 GP/Gr.51 Gr: S355 GP/Gr.51 Gr: S355 GP/Gr.51 Gr: S355 GP/Gr.51 Gr: S355 GP/A572 Gr.51 Gr: S355 GP/Gr.51 Wt: 9.68lb/ft Wt: 12.10lb/ft Wt: 6.87lb/ft Wt: 8.8lb/ft Wt: 10.42lb/ft Wt: 9.45lb/ft 14.4 kg/m 18.0 kg/m 10.2 kg/m 13.1 kg/m 15.5 kg/m 14.1 kg/m A: -0.95" A: -2.76" A: -1.28" A: -0.59" 24.9 mm --70 mm -32.5 mm -15 mm B: -0.73" B: --1.18" B: -0.79" 18.5 mm --30 mm -20 mm Delivery Conditions & Tolerances Transitional Piles ASTM A6 EN 10248 PZ-Larssen-Transition Mass ± 2.5% ± 5% Gr: S355 GP/A572 Gr.51 Length + 5 in. -0 in. ± 200 mm Wt 12.08 lb/ft 18.0 kg/m Height ± 7 mm Thickness !- 8.5 mm ± 0.5 mm > 8.5 mm ± 6% � 105.Fm Single Pile Width ± 2% -4.169" Double Pile Width ±3% Straightness 0.2%of the length Ends out of Square 2%of the width Maximum Rolled Lengthst Delivery Forms AZ 101.7 ft. 31.0 m E 22 59.1 ft. 18.0 m E 20 59.1 ft. 18.0 m Delta 13 55.8 ft. 17.0 m Single Pile Double Pile Single Pile Double Pile Omega 18 52.0 ft. 16.0 m Position A Form I Standard Position B Form II on Request t Longer lengths may be possible upon request. JD Fields&Company,Inc. 1 2727 Allen Parkway,Suite 2000 1 Houston,Texas 77019 1 (281)558-7199 1 www.jdfields.com TidM e. reX® Technical Data Technologies Series TH—Tideflef Check Valve Features & Benefits • Ideal for manhole installations • Lightweight,all-elastomer design • Seals around entrapped solids s • Cost-effective,maintenance-free design Materials of Construction • Elastomers available in Pure Gum Rubber,Neoprene,Hypalon°, Chlorobutyl,Buna-N,EPDM,and Viton® We are pleased to announce the introduction of the revolutionary TF-1 Check Valve. It functions and operates H under the same simple principle of operation as the original A I TF-2 Tideflex®. y C f This design is ideal for existing manhole instal- lations where the invert of the pipe is close to ' •" • • " • • the floor of the vault. There are many check 4 10 8 1 1/2 valves in interceptors, manholes, and vaults. 5 10 8 1 1/2 6 16 12 2 These vaults are designed so that there would 8 18 16 2 10 23 19 3 be a maximum gravity head;thus,the invert 12 27 23 4 14 27 23 4 pipe is as close to the base as possible. The 16 35 30 5 TF-1 allows installations in such applications. 18 36 34 6 20 44 37 8 22 44 37 8 24 48 43 8 The Tideflex®Technologies Series TF-1 26 48 43 8 28 48 43 8 Tideflex®Check Valve is designed for appli- 30 56 55 9 32 56 55 9 cations in manholes,where the bottom of the 36 67 69 10 manhole is close to the invert of the pipe. The 38 67 69 10 40 67 69 10 TF-1 configuration allows the valve to be prop- 42 61 71 10 44 61 71 10 erly installed without manhole modification, 48 66 78 10 50 66 78 10 ensuring positive backflow prevention and a 54 66 78 10 lifetime of maintenance-free performance. 58 66 78 1060 73 91 14 68 73 91 14 72 1 96 1 115 1 16 Numbers indicate maximum dimensions in inches. Tideflex Technologies , 600 N. Bell Ave., Carnegie, PA 15106 USA • 412-279-0044 • Fax 412-279-7878 www.tideflex.com PREVAILING WAGE RATES Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-11 April 30, 2024 Project Number: 24-3012 4/24/24,3:12 PM about:blank 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: 04/30/2024 County Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $59.07 5D 1 H View King Boilermakers Journey Level $74.29 5N 1C View King Brick Mason Journey Level $69.07 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $69.07 7E 1 N View King Building Service Employees Janitor $29.33 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $29.78 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.93 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.93 5S 2F View King Cabinet Makers In Shop). Journey Level $22.74 1 View King Carpenters Acoustical Worker $74.96 15J 4C View King Carpenters Bridge, Dock And Wharf $74.96 15J 4C View Carpenters King Carpenters Floor Layer Et Floor Finisher $74.96 15J 4C View King Carpenters Journey Level $74.96 15J 4C View King Carpenters Scaffold Erector $74.96 15J 4C View King Cement Masons Application of all Composition $72.87 15J 41J View Mastic King Cement Masons Application of all Epoxy $72.37 15J 41J View Material King Cement Masons Application of all Plastic $72.87 15J 4U View Material King Cement Masons Application of Sealing $72.37 15J 41J View Compound King Cement Masons Application of Underlayment $72.87 15J 4U View King Cement Masons Building General $72.37 15J 41J View King Cement Masons Composition or Kalman Floors $72.87 15J 41J View King Cement Masons Concrete Paving $72.37 15J 4U View King Cement Masons Curb Et Gutter Machine $72.87 15J 41J View King Cement Masons Curb Et Gutter, Sidewalks $72.37 15J 41J View King Cement Masons Curing Concrete $72.37 15J 4U View King Cement Masons Finish Colored Concrete $72.87 15J 41J View about:blank 1/18 4/24/24,3:12 PM about:blank King Cement Masons Floor Grinding $72.87 15.1 4U View King Cement Masons Floor Grinding/Polisher $72.37 15J 41.1 View King Cement Masons Green Concrete Saw, self- $72.87 15.1 4U View powered King Cement Masons Grouting of all Plates $72.37 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $72.37 15J 41.1 View King Cement Masons Gunite Nozzleman $72.87 15.1 4U View King Cement Masons Hand Powered Grinder $72.87 15J 4U View King Cement Masons Journey Level $72.37 15J 4U View King Cement Masons Patching Concrete $72.37 15.1 4U View King Cement Masons Pneumatic Power Tools $72.87 15J 41.1 View King Cement Masons Power Chipping Et Brushing $72.87 15.1 4U View King Cement Masons Sand Blasting Architectural $72.87 15.1 4U View Finish King Cement Masons Screed Et Rodding Machine $72.87 15J 4U View ' King Cement Masons Spackling or Skim Coat $72.37 15.1 4U View Concrete King Cement Masons Troweling Machine Operator $72.87 15J 4U View King Cement Masons Troweling Machine Operator on $72.87 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $72.87 15.1 4U View King Divers Et Tenders Bell/Vehicle or Submersible $129.71 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $93.94 15.1 4C View King Divers Et Tenders Diver $129.71 15.1 4C 8V View King Divers Et Tenders Diver On Standby $88.94 15J 4C View King Divers Et Tenders Diver Tender $80.82 15.1 4C View King Divers Et Tenders Hyperbaric Worker - $93.26 15J 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $98.26 15J 4C View Compressed Air Worker 30.01 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $102.26 15.1 4C View Compressed Air Worker 44.01 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.26 15J 4C View Compressed Air Worker 54.01 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $109.76 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.76 15J 4C View Compressed Air Worker 64.01 - 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $116.76 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $118.76 15.1 4C View Compressed Air Worker 70.01 - 72.00 PSI about:blank 2/18 4/24/24,3:12 PM about:blank King Divers Et Tenders Hyperbaric Worker - $120.76 15.1 4C View Compressed Air Worker 72.01 74.00 PSI King Divers Et Tenders Manifold Operator $80.82 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $85.82 15.1 4C View King Divers Et Tenders Remote Operated Vehicle $80.82 15.1 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $75.41 15J 4C View Tender King Dredge Workers Assistant Engineer $79.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $79.01 5D 3F View King Dredge Workers Boatmen $79.62 5D 3F View King Dredge Workers Engineer Welder $81.15 5D 3F View King Dredge Workers Leverman, Hydraulic $82.77 5D 3F View King Dredge Workers Mates $79.62 5D 3F View King Dredge Workers Oiler $79.01 5D 3F View King Drywall Applicator Journey Level $75.73 150 11S View King Drywall Tapers Journey Level $75.73 150 11 S View King Electrical Fixture Maintenance Journey Level $38.69 5L 1 E View Workers King Electricians - Inside Cable Splicer $109.35 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $117.52 7C 4E View King Electricians - Inside Certified Welder $105.63 7C 4E View King Electricians - Inside Certified Welder (tunnel) $113.43 7C 4E View King Electricians - Inside Construction Stock Person $51.53 7C 4E View King Electricians - Inside Journey Level $101.92 7C 4E View King Electricians - Inside Journey Level (tunnel) $109.35 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B View King Electricians - Powerline Cable Splicer $93.00 5A 4D View Construction King Electricians - Powerline Certified Line Welder $85.42 5A 4D View Construction King Electricians - Powerline Groundperson $55.27 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $85.42 5A 4D View Construction Operator King Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction King Electricians - Powerline Line Equipment Operator $73.35 5A 4D View Construction King Electricians - Powerline Meter Installer $55.27 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $85.42 5A 4D View Construction King Electricians - Powerline Powderperson $63.50 5A 4D View Construction King Electronic Technicians Journey Level $65.66 7E 1 E View King Elevator Constructors Mechanic $111.26 7D 4A View King Elevator Constructors Mechanic In Charge $120.27 7D 4A View about:blank 3/18 4/24/24,3:12 PM about:blank King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1 R View Products Work Only King Fence Erectors Fence Erector $50.07 15J 11 P 8Y View King Fence Erectors Fence Laborer $50.07 15.1 11 P 8Y View King Flaggers Journey Level $50.07 15J 11 P 8Y View King Glaziers Journey Level $79.16 7L 1y View King Heat Et Frost Insulators And Journey Level $87.15 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $96.42 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $62.49 15J lip 8Y View King Industrial Power Vacuum Journey Level $16.28 1 View Cleaner King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1 K View King Inland Boatmen Deckhand Engineer $58.81 5B 1 K View King Inland Boatmen Launch Operator $58.89 5B 1 K View King Inland Boatmen Mate $57.31 5B 1 K View King Inspection/Cleaning/Sealing Of Cleaner Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Foamer Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $49.48 15M 110 View Sewer Et Water Systems By. Remote Control King Inspection/Cleaning/Sealing Of Head Operator $47.41 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $41.20 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of TV Truck Operator $44.31 15M 110 View Sewer Et Water Systems By. Remote Control King Insulation Applicators Journey Level $74.96 15J 4C View King Ironworkers Journeyman $87.80 15K 11 N View King Laborers Air, Gas Or Electric Vibrating $59.07 15J lip 8Y View Screed King Laborers Airtrac Drill Operator $60.90 15J lip 8Y View King Laborers Ballast Regular Machine $59.07 15J lip 8Y View King Laborers Batch Weighman $50.07 15J lip 8Y View King Laborers Brick Pavers $59.07 15J lip 8Y View King Laborers Brush Cutter $59.07 15J lip 8Y View King Laborers Brush Hog Feeder $59.07 15J lip 8Y View King Laborers Burner $59.07 15J lip 8Y View King Laborers Caisson Worker $60.90 15J lip 8Y View King Laborers Carpenter Tender $59.07 15J lip 8Y View King Laborers Cement Dumper-paving $60.15 15J lip 8Y View about:blank 4/18 4/24/24,3:12 PM about:blank King Laborers Cement Finisher Tender $59.07 15J lip 8Y View King Laborers Change House Or Dry Shack $59.07 15J lip 8Y View King Laborers Chipping Gun (30 Lbs. And $60.15 15J lip 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $59.07 15J 11P 8Y View King Laborers Choker Setter $59.07 15J lip 8Y View King Laborers Chuck Tender $59.07 15J lip 8Y View King Laborers Clary Power Spreader $60.15 15J lip 8Y View King Laborers Clean-up Laborer $59.07 15J lip 8Y View King Laborers Concrete Dumper/Chute $60.15 15J lip 8Y View Operator King Laborers Concrete Form Stripper $59.07 15J lip 8Y View King Laborers Concrete Placement Crew $60.15 15J lip 8Y View King Laborers Concrete Saw Operator/Core $60.15 15J lip 8Y View Driller King Laborers Crusher Feeder $50.07 15J lip 8Y View King Laborers Curing Laborer $59.07 15.1 lip 8Y View King Laborers Demolition: Wrecking Et Moving $59.07 15J lip 8Y View (Incl. Charred Material) King Laborers Ditch Digger $59.07 15J lip 8Y View King Laborers Diver $60.90 15J lip 8Y View King Laborers Drill Operator (Hydraulic, $60.15 15J lip 8Y View Diamond) King Laborers Dry Stack Walls $59.07 15J lip 8Y View King Laborers Dump Person $59.07 15J lip 8Y View King Laborers Epoxy Technician $59.07 15J lip 8Y View King Laborers Erosion Control Worker $59.07 15J lip 8Y View King Laborers Faller Et Bucker Chain Saw $60.15 15J lip 8Y View King Laborers Fine Graders $59.07 15J lip 8Y View King Laborers Firewatch $50.07 15J lip 8Y View King Laborers Form Setter $60.15 15J lip 8Y View King Laborers Gabian Basket Builders $59.07 15J lip 8Y View King Laborers General Laborer $59.07 15J lip 8Y View King Laborers Grade Checker Et Transit Person $62.49 15J lip 8Y View King Laborers Grinders $59.07 15.1 lip 8Y View King Laborers Grout Machine Tender $59.07 15J lip 8Y View King Laborers Groutmen (Pressure) Including $60.15 15J lip 8Y View Post Tension Beams King Laborers Guardrail Erector $59.07 15J lip 8Y View King Laborers Hazardous Waste Worker (Level $60.90 15J lip 8Y View A) King Laborers Hazardous Waste Worker (Level $60.15 15J lip 8Y View B) King Laborers Hazardous Waste Worker (Level $59.07 15J lip 8Y View C) King Laborers High Scaler $60.90 15J lip 8Y View King Laborers Jackhammer $60.15 15J lip 8Y View King Laborers Laserbeam Operator $60.15 15J lip 8Y View about:blank 5/18 4/24/24,3:12 PM about:blank King Laborers Maintenance Person $59.07 15J 11 P 8Y View King Laborers Manhole Builder-Mudman $60.15 15J lip 8Y View King Laborers Material Yard Person $59.07 15J lip 8Y View King Laborers Mold Abatement Worker $59.07 15J lip 8Y View King Laborers Motorman-Dinky Locomotive $62.59 15J lip 8Y View King Laborers nozzleman (concrete pump, $62.49 15J lip 8Y View green cutter when using combination of high pressure air Et water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King Laborers Pavement Breaker $60.15 15J lip 8Y View King Laborers Pilot Car $50.07 15J lip 8Y View King Laborers Pipe Layer (Lead) $62.49 15J lip 8Y View King Laborers Pipe Layer/Tailor $60.15 15J lip 8Y View King Laborers Pipe Pot Tender $60.15 15J lip 8Y View King Laborers Pipe Reliner $60.15 15J lip 8Y View King Laborers Pipe Wrapper $60.15 15J lip 8Y View King Laborers Pot Tender $59.07 15J lip 8Y View King Laborers Powderman $60.90 15J lip 8Y View King Laborers Powderman's Helper $59.07 15J lip 8Y View King Laborers Power Jacks $60.15 15J lip 8Y View King Laborers Railroad Spike Puller - Power $60.15 15J lip 8Y View King Laborers Raker -Asphalt $62.49 15J lip 8Y View King Laborers Re-timberman $60.90 15J lip 8Y View King Laborers Remote Equipment Operator $60.15 15J lip 8Y View King Laborers Rigger/Signal Person $60.15 15J lip 8Y View King Laborers Rip Rap Person $59.07 15J lip 8Y View King Laborers Rivet Buster $60.15 15J lip 8Y View King Laborers Rodder $60.15 15J lip 8Y View King Laborers Scaffold Erector $59.07 15J lip 8Y View King Laborers Scale Person $59.07 15J lip 8Y View King Laborers Sloper (Over 20") $60.15 15J lip 8Y View King Laborers Sloper Sprayer $59.07 15J lip 8Y View King Laborers Spreader (Concrete) $60.15 15J lip 8Y View King Laborers Stake Hopper $59.07 15J lip 8Y View King Laborers Stock Piler $59.07 15J lip 8Y View King Laborers Swinging Stage/Boatswain $50.07 15J lip 8Y View Chair King Laborers Tamper Et Similar Electric, Air $60.15 15J lip 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $60.15 15J lip 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $60.15 15J lip 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $59.07 15J lip 8Y View King Laborers Topper $59.07 15J lip 8Y View King Laborers Track Laborer $59.07 15J lip 8Y View about:blank 6/18 4/24/24,3:12 PM about:blank King Laborers Track Liner (Power) $60.15 15.1 11 P 8Y View King Laborers Traffic Control Laborer $53.54 15J 11 P 9C View King Laborers Traffic Control Supervisor $56.73 15.1 11 P 9C View King Laborers Truck Spotter $59.07 15.1 11 P 8Y View King Laborers Tugger Operator $60.15 15J lip 8Y View King Laborers Tunnel Work-Compressed Air $175.79 15.1 lip 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $180.82 15J lip 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $184.50 15J lip 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $190.20 15.1 lip 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $192.32 15J lip 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $197.42 15J lip 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $199.32 15.1 lip 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $201.32 15J lip 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $203.32 15.1 lip 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $62.59 15J lip 8Y View Tender King Laborers Tunnel Work-Miner $62.59 15J lip 8Y View King Laborers Vibrator $60.15 15.1 lip 8Y View King Laborers Vinyl Seamer $59.07 15J lip 8Y View King Laborers Watchman $45.51 15.1 lip 8Y View King Laborers Welder $60.15 15J lip 8Y View King Laborers Well Point Laborer $60.15 15J lip 8Y View King Laborers Window Washer/Cleaner $45.51 15J lip 8Y View King Laborers - Underground Sewer General Laborer Et Topman $59.07 15J lip 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $60.15 15J lip 8Y View Et Water King Landscape Construction Landscape $45.51 15J lip 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $82.25 15J 11 G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $75.73 150 11S View King Marble Setters Journey Level $69.07 7E 1 N View King Metal Fabrication (In Shop), Fitter/Certified Welder $42.17 151 11 E View King Metal Fabrication (In Shop). General Laborer $30.07 151 11 E View King Metal Fabrication (In Shop). Mechanic $43.63 151 11 E View King Metal Fabrication (In Shop), Welder/Burner $39.28 151 11 E View King Millwright Journey Level $76.51 15J 4C View King Modular Buildings Cabinet Assembly $16.28 1 View King Modular Buildings Electrician $16.28 1 View about:blank 7/18 4/24/24,3:12 PM about:blank King Modular Buildings Equipment Maintenance $16.28 1 View King Modular Buildings Plumber $16.28 1 View King Modular Buildings Production Worker $16.28 1 View King Modular Buildings Tool Maintenance $16.28 1 View King Modular Buildings Utility Person $16.28 1 View King Modular Buildings Welder $16.28 1 View King Painters Journey Level $51.71 6Z 11J View King Pile Driver Crew Tender $80.82 15J 4C View King Pile Driver Journey Level $75.41 15J 4C View King Plasterers Journey Level $70.91 7Q 1 R View King Plasterers Nozzleman $74.91 7Q 1 R View King Playground Et Park Equipment Journey Level $16.28 1 View Installers King Plumbers Et Pipefitters Journey Level $103.19 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $83.62 15J 11G 8X View King Power Equipment Operators Assistant Engineer $78.65 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $82.88 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $82.88 15J 11G 8X View King Power Equipment Operators Boat Operator $83.95 7A 11 H 8X View King Power Equipment Operators Bobcat $78.65 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $78.65 15J 11G 8X View Equipment King Power Equipment Operators Brooms $78.65 15J 11G 8X View King Power Equipment Operators Bump Cutter $82.88 15J 11G 8X View King Power Equipment Operators Cableways $83.62 15J 11G 8X View King Power Equipment Operators Chipper $82.88 15J 11G 8X View King Power Equipment Operators Compressor $78.65 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $78.65 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $82.25 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $83.62 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $82.88 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $82.25 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $86.48 7A 11 H 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $78.95 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $84.77 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $83.20 7A 11 H 8X View tons with attachments about:blank 8/18 4/24/24,3:12 PM about:blank King Power Equipment Operators Cranes: 200 tons- 299 tons, or $85.66 7A 11 H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $86.48 7A 11 H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $83.95 7A 11 H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $85.66 7A 11 H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $82.56 7A 11 H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $82.88 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $82.88 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $83.62 15J 11G 8X View King Power Equipment Operators Dozers D-9 Et Under $82.25 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $84.46 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: $78.65 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $82.88 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $82.25 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $82.88 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $78.65 15J 11G 8X View King Power Equipment Operators Guardrail Punch $82.88 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $83.62 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $82.88 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $82.25 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $82.88 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $82.56 7A 11 H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $78.95 7A 11 H 8X View tons and under King Power Equipment Operators Leverman $85.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Not Including 8 Yards about:blank 9/18 4/24/24,3:12 PM about:blank King Power Equipment Operators Loaders, Overhead Under 6 $82.88 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $82.88 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $82.25 15J 11G 8X View King Power Equipment Operators Locomotives, All $82.88 15J 11G 8X View King Power Equipment Operators Material Transfer Device $82.88 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $84.46 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $83.62 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $78.65 15J 11G 8X View Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $82.25 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type Crane: $83.20 7A 11 H 8X View 20 tons through 44 tons King Power Equipment Operators Overhead, bridge type: 100 $84.77 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $83.95 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $78.65 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $82.88 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $82.25 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $78.65 15J 11G 8X View King Power Equipment Operators Power Plant $78.65 15J 11G 8X View King Power Equipment Operators Pumps - Water $78.65 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View King Power Equipment Operators Quick Tower: no cab, under $82.88 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $83.62 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and BeRman $78.95 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $82.56 7A 11 H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $83.62 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $78.65 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $82.88 15J 11G 8X View King Power Equipment Operators Saws - Concrete $82.25 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $82.88 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $82.25 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Yards And Over about:blank 10/18 4/24/24,3:12 PM about:blank King Power Equipment Operators Service Engineers: Equipment $82.25 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $78.65 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $82.88 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $85.33 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $83.62 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $83.62 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $82.88 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $82.25 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175 through $85.66 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $84.77 7A 11 H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $86.48 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $83.62 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $82.25 15J 11G 8X View King Power Equipment Operators Truck Crane Oiler/Driver: 100 $83.20 7A 11 H 8X View tons and over King Power Equipment Operators Truck crane oiler/driver: under $82.56 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $82.88 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $83.62 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $78.65 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $82.88 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $83.95 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $78.65 15J 11G 8X View about:blank 11/18 4/24/24,3:12 PM about:blank Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $78.65 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $82.25 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $83.62 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $82.88 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $86.48 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $78.95 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $84.77 7A 11 H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $83.20 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $85.66 7A 11 H 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $86.48 7A 11 H 8X View Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 $83.95 7A 11 H 8X View Underground Sewer Et Water tons, under 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through $85.66 7A 11 H 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $82.56 7A 11 H 8X View Underground Sewer Et Water attachments, a-frame over 10 tons King Power Equipment Operators- Crusher $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $82.88 15J 11G 8X View Underground Sewer Et Water (power) about:blank 12/18 4/24/24,3:12 PM about:blank King Power Equipment Operators- Derricks, On Building Work $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $84.46 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man-lift: $78.65 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $82.88 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $82.25 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $82.88 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $83.62 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $82.88 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $82.25 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $82.88 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $78.95 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $82.56 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $85.33 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $82.88 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $84.46 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) about:blank 13/18 4/24/24,3:12 PM about:blank King Power Equipment Operators- Motor Patrol Graders $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $78.65 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $82.25 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $83.20 7A 11 H 8X View Underground Sewer Et Water 20 tons through 44 tons King Power Equipment Operators- Overhead, bridge type: 100 $84.77 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $83.95 7A 11 H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $82.88 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $82.88 15J 11G 8X View Underground Sewer Et Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $83.62 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $78.95 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $82.56 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $82.88 15J 11G 8X View Underground Sewer Et Water 45 Yards about:blank 14/18 4/24/24,3:12 PM about:blank King Power Equipment Operators- Scrapers - Concrete Et Carry All $82.25 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $78.65 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $82.88 15.1 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $85.33 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $83.62 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $83.62 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $82.25 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $85.66 7A 11 H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $84.77 7A 11 H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $86.48 7A 11 H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $83.62 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $82.25 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $83.20 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $82.56 7A 11 H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $82.88 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers about:blank 15/18 4/24/24,3:12 PM about:blank King Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $38.99 5A 4A View Trimmers King Refrigeration Et Air Conditioning Journey Level $95.89 6Z 1G View Mechanics King Residential Brick Mason Journey Level $69.07 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $74.96 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Journey Level $28.18 1 View Applicators King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $45.40 1 View Pipefitters King Residential Refrigeration Et Air Journey Level $96.42 7F 1 E View Conditioning Mechanics King Residential Sheet Metal Journey Level $96.42 7F 1 E View Workers King Residential Soft Floor Lavers Journey Level $57.11 5A 3J View King Residential Sprinkler Fitters Journey Level $63.61 1 View .(Fire Protection), King Residential Stone Masons Journey Level $69.07 7E 1 N View King Residential Terrazzo Workers Journey Level $62.36 7E 1 N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $64.45 5A 3H View King Roofers Using Irritable Bituminous $67.39 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $96.42 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Crane $43.16 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Machinist $51.85 7X 4J View about:blank 16/18 4/24/24,3:12 PM about:blank King Shipbuilding Et Ship Repair New Construction Operating $43.16 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $51.95 7X 4J View King Shipbuilding Et Ship Repair New Construction Pipefitter $51.85 7X 4.1 View King Shipbuilding Et Ship Repair New Construction Rigger $51.85 7X 4.1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Shipwright $51.85 7X 4.1 View King Shipbuilding Et Ship Repair New Construction $43.16 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $51.85 7X 4J View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $51.85 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $51.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $51.85 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $51.85 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Shipwright $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $58.04 0 1 View .(Electrical). King Sign Makers Et Installers (Non- Journey Level $37.08 0 1 View Electrical), King Soft Floor Lavers Journey Level $66.32 15.1 4C View King Solar Controls For Windows Journey Level $16.28 1 View King Sprinkler Fitters (Fire Journey Level $95.49 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $16.28 1 View Structural), King Stone Masons Journey Level $69.07 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $82.56 7A 11 H 8X View Surveyor King Surveyors Chainman $78.95 7A 11 H 8X View King Surveyors Construction Site Surveyor $83.95 7A 11 H 8X View King Surveyors Drone Operator (when used in $78.95 7A 11 H 8X View conjunction with survey work only) King Surveyors Ground Penetrating Radar $78.95 7A 11 H 8X View Operator King Telecommunication Technicians Journey Level $65.66 7E 1 E View about:blank 17/18 4/24/24,3:12 PM about:blank King Telephone Line Construction - Cable Splicer $40.36 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.92 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $33.74 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.15 5A 2B View Outside King Terrazzo Workers Journey Level $62.36 7E 1 N View King Tile Setters Journey Level $62.36 7E 1 N View King Tile, Marble Et Terrazzo Finisher $53.19 7E 1 N View Finishers King Traffic Control Stripers Journey Level $89.54 15L 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $74.95 15.1 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $74.02 15J 11M 8L View King Truck Drivers Dump Truck $74.02 15.1 11M 8L View King Truck Drivers Dump Truck Et Trailer $74.95 15J 11M 8L View King Truck Drivers Other Trucks $74.95 15J 11M 8L View King Truck Drivers - Ready Mix Transit Mix $74.95 15.1 11M 8L View King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers Et Irrigation Pump Oiler $16.28 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers about:blank 18/18 Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 1. 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. 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. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm(or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 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. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double 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. 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. 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. 3 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 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 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. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'/z)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. 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. 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. 4 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. 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. 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. S. On a four(4) day ten (10)hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed 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. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that days operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an 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 more than four(4)hours of a special shift can only be performed outside the normal 6am 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 the 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). 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. 5 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. 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. Overtime Codes Continued 11. 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 After an employee has worked eight (8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. D. 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. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday, and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 6 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. F. 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-half times the hourly rate of wage 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. G. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10)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 nine(9)hours or more.When an employee returns to work without at least nine(9)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 nine(9)hours rest period. H. 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 ten(10)hours or more.When an employee returns to work without at least ten(10)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 ten(10)hours rest period. J. All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two(2)hours after eight(8) hours worked shall be paid at one and one-half times the hourly rate.All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays,Sundays,and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar($2.00)per hour for all hours worked that shift.All hours worked on holidays shall be paid at one and one-half 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. 7 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. M. 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. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that 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 of 5:00 am to 6:00 pm,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten shifts. 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. All work performed after 6:00 pm Saturday to 5:00 am Monday,all work performed over twelve(12)hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required,all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars($2.00)per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight(8)hours on Saturday shall be paid double the straight time rate,except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O. All work performed on Saturdays,Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. 8 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. P. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 'h)the straight time rate. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that 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 of 5:00 a.m.to 6:00 p.m.,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shifts shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten-hour shifts. 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. Q. 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 35%over the hourly rate of wage.Work performed on Sundays shall be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm,and all hours after eight(8)hours worked shall be paid at one and one-half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday,the Friday before shall be the observed holiday.When a holiday falls on a Sunday,the following Monday shall be the observed holiday. S. The first ten(10)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions,or other conditions beyond the control of the Employer,then Saturday may be worked at the straight time rate,for the first eight(8)hours,or the first ten(10)hours when a four day ten hour workweek has been established. 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. 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. 9 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, And Christmas Day(7). 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). 101Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). 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. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day,Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 111 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. 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. 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. 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. 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. 121Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,Christmas Eve,and Christmas Day(9). Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(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. 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,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day, and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. 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, Independence Day, Labor Day, Veteran's 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. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day(9). 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. 131Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 15. N. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. O. Holidays: New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,the day before Christmas day,and Christmas Day(10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 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. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer"work(break open a cut,build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. 141Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet. Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance.25' to 300'- $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'.Over 600'-$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 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. 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.) 151Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 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. 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. 161Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. 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. H. One(1)person crew shall consist of a Party Chief. (Total Station or similar one(1)person survey system).Two(2) person survey party shall consist of a least a Party Chief and a Chain Person. Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 171Page SEDIMENT CORE SAMPLING REPORT Mill Creek Reestablishment - East Smith Street to Central Avenue North/Dahl A-12 April 30, 2024 Project Number: 24-3012 r• I LEGEND: CL El Testing Location* Stream v S 204th St. i ?,�j SD-MC-10. NOTE:'SD-MC-07 could not I ♦ be sampled due to refusal k - SD-MC-09 No�t�0V. 1 tis I � . SD-MC-OS� —... S 2121h St." + i � SD-1WC-07*-1" 1 I ul SD-MC-O-6 0 i 1 e t w �.. I 181 SD-MC-Ob�»—•»— /.. �.. U) — t 1 � • S 228th St. �—•» I SD-MC-04 1 Y U) � o CID 16 I .5 4Y I. y o W James St. SD-MC-02�1. 7- •' 4S240�k"St. e 1.:. 1 W Smith St. SD-MC-01 W Meeker St. Earthworks Park t / 0 1,000 2,000 Feet DATE CITY OF KENT MILL CREEK MARCH2O21 SEDIMENT SAMPLING SCALE U 1"=2,000feet woodWood Environment & • PROJECT NO. SEDIMENT CORE SE14161330.00004 Infrastructure Solutions, Inc.4020 Lake Washington Blvd.,Suite 200 SAMPLING LOCATIONS FIGURE Kirkland,WA 98033 K'.\AMEC US OFFICES\Seattle\SE14161330-Mill Creek\dwg\_Sedlment Sampling\Figure 1-Sediment Core Sampling Locationsmxd-stephane.tlescomb -311 112 21-1'.48'28 AM Parameter - ening level . locations lAnalytical ;-D mg/kg 2000 410 x 50 U mg/kg 570 25OU mg/kg 20.0 2.35 2.89 Cadmium mg/kg 2.0 1 U 1 U Chromium,Total mg/kg 2000.0 14.3 18.4 Chromium VI mg/kg 19.0 NA NA Lead mg/kg 250.0 21.9 43.0 Mercury mg/kg 2.0 1 U 1 U Nickel mg/kg 1600.0 11.5 12.9 Zinc mg/kg 24000.0 147.0 216.0 Benzene mg/kg 0.03 0.031J 0.03U Ethylbenzene mg/kg 6.0 0.05U 0.05U m, p-Xylene mg/kg 9.0 0.1U 0.1 U o-Xylene mg/kg 9.0 0.05 U 0.05 U Toluene mg/kg 7.0 0.05 U 0.05U 4,4'-DDD mg/kg 2.4 O.OlU O.01U 4,4'-DDE mg/kg 2.9 0.01U 0.01U 4,4'-DDT mg/kg 3.0 0.lU O.lU Aldrin mg/kg 0.06 0.01U O.01U alpha-BHC mg/kg 0.16 O.OlU O.OlU beta-BHC mg/kg 0.56 0.lU O.1U cis-Chlordane mg/kg 2.9 O.OlU O.OlU delta-BHC mg/kg ---- O.OlU O.OlU Dieldrin mg/kg 0.06 0.01U O.O1U Endosulfan I mg/kg ---- O.OlU O.OlU Endosulfan II mg/kg ---- O.OlU O.01U Endosulfan Sulfate mg/kg 480.0 O.1U 0.1U Endrin mg/kg 24.0 O.1U O.1U Endrin Aldehyde mg/kg ---- O.1U O.1U Endrin Ketone mg/kg ---- O.1U O.lU gamma-BHC (Lindane) mg/kg 0.01 O.1U O.1U Heptachlor mg/kg 0.22 O.1U 0.1U Heptachlor Epoxide mg/kg 0.11 O.OlU O.01U Methoxychlor mg/kg 400.0 0.1 R 0.1 U Toxaphene mg/kg 0.91 10 U 11 U trans-Chlordane mg/kg 2.9 0.01 U 0.01 U Benz[a]anthracene mg/kg ---- 0.32 0.14 Benzo(a)pyrene mg/kg 0.1 0.43 0.21 Benzo(b)fluoranthene mg/kg ---- 0.61 0.34 Benzo(k)fluoranthene mg/kg ---- 0.21 0.12 Chrysene mg/kg ---- 0.40 0.21 Dibenzo(a,h)anthracene mg/kg ---- 0.05 U 0.05 U Indeno(1,2,3-cd)pyrene mg/kg ---- 0.21 0.11 cPAHs TTEC mg/kg 0.1 0.57 0.29 PCB-arocor 1016 mg/kg 5.6 0.021J 0.02U PCB-arocor 1221 mg/kg ---- 0.02U 0.02U PCB-arocor 1232 mg/kg ---- 0.021J 0.02U PCB-arocor 1242 mg/kg ---- 0.02U 0.02U PCB-arocor 1248 mg/kg ---- 0.021J 0.02U PCB-arocor 1254 mg/kg 0.5 0.021J 0.02U PCB-arocor 1260 mg/kg 0.5 0.02U 0.02U PCB-arocor 1262 mg/kg ---- 0.021J 0.02U PCB-arocor 1268 mg/kg ---- 0.02U 0.02U Nntar, 1. Bold type indicates result above the MTCA Method A cleanup level,or Method 6 if Method A is unavailable. 2.Italic type indicates non-detected result with repotting limit above MTCA Method A Cleanup level,or Method B if Method A is unavailable. 3.Data qualifiers are as follows, R=Result has been rejected during data validation. d =Not detected at reporting limit shown. x=The sample chromatographic pattern does not resemble the fuel standard used for quantitatiot}. d. MTCA Method A cleanup levels,or Method 9 is Method A is unavailable,used as screening levels for waste disposal profiling. 5. Methoxychlor result from sample SO-MC-01 was rejected due to extremely low matrix spike recovery. Abbreviations. PCBs= polychlorinated biphenyls NA=not analyred cPAHs=carginogenic polycyclic aromatic hydrocarbons IN=not sampled rng/kg=milligrams per kilogram TPH-C= total petroleum hydrocarbons as diesel MTCA=Model Toxics Control Act TPH-0=total petroleum hydrocarbons as oil TTEC= total toxicity equilvaient concentration VOCs=volatile organic compounds FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS James E.Bruya,Ph.D. 3012 16th Avenue West Yelena Aravkina,M.S. Seattle,WA 98119-2029 Michael Erdahl,B.S. (206)285-8282 Arina Podnozova,B.S. fbi@isomedia.com Eric Young,B.S. www.friedmanandbruya.com January 28, 2021 Greg McCormick, Project Manager Wood Environment & Infrastructure Solutions, Inc. One Union Square 600 University Street, Suite 600 Seattle, WA 98101 Dear Mr McCormick: Included are the results from the testing of material submitted on January 20, 2021 from the Mill Creek Sediments, F&BI 101268 project. There are 21 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days, or as directed by the Chain of Custody document. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC. Michael Erdahl Project Manager Enclosures c: Kathleen Goodman WEI0128R.DOC FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS CASE NARRATIVE This case narrative encompasses samples received on January 20, 2020 by Friedman & Bruya, Inc. from the Wood Environment & Infrastructure Solutions Mill Creek Sediments, F&BI 101268 project. Samples were logged in under the laboratory ID's listed below. Laboratory Wood Environment & Infrastructure Solutions 101268 -01 SD-MC-01 101268 -02 Mill Creek Composite All samples from the Mill Creek project (sample delivery groups 101268, 101322, and 101294) project were composited and sent to Frontier Analytical for dioxin and furan analysis. The report will be forwarded upon receipt. The 8081B calibration standard failed the acceptance criteria for several pesticides. The sample was reanalyzed with similar results, therefore the failed calibration standard was due to matrix effect. The data were flagged accordingly. All other quality control requirements were acceptable. 1 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 Date Extracted: 01/21/21 Date Analyzed: 01/21/21 RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx Sample Extracts Passed Through a Silica Gel Column Prior to Analysis Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm) Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery, Laboratory ID (C10-C25) (C25-C36) (Limit 56-165) SD-MC-01 410 x 570 91 101268-01 Method Blank <50 <250 98 01-187 MB 2 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Total Metals By EPA Method 6020B Client ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 101268-01 Date Analyzed: 01/25/21 Data File: 101268-01.088 Matrix: Soil Instrument: ICPMS2 Units: mg/kg(ppm)Dry Weight Operator: SP Concentration Analyte: mg/kg(ppm) Arsenic 2.35 Cadmium <1 Chromium 14.3 Lead 21.9 Mercury <1 Nickel 11.5 Zinc 147 3 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Total Metals By EPA Method 6020B Client ID: Method Blank Client: Wood Environment& Infrastructure Solutions Date Received: NA Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: I1-37 mb2 Date Analyzed: 01/21/21 Data File: I1-37 mb2.039 Matrix: Soil Instrument: ICPMS2 Units: mg/kg(ppm)Dry Weight Operator: SP Concentration Analyte: mg/kg(ppm) Arsenic <1 Cadmium <1 Chromium <1 Lead <1 Mercury <1 Nickel <1 Zinc <5 4 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Volatile Compounds By EPA Method 8260D Client Sample ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 101268-01 Date Analyzed: 01/21/21 Data File: 012122.1) Matrix: Soil Instrument: GCMS4 Units: mg/kg(ppm)Dry Weight Operator: JCM Lower Upper Surrogates: % Recovery: Limit: Limit: 1,2-Dichloroethane-d4 98 90 109 Toluene-d8 100 89 112 4-Bromofluorobenzene 97 84 115 Con ent ati n Compounds: mg1kg(ppm) Benzene <0.03 Toluene <0.05 Ethylbenzene <0.05 m,p-Xylene <0.1 o-Xylene <0.05 5 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Volatile Compounds By EPA Method 8260D Client Sample ID: Method Blank Client: Wood Environment& Infrastructure Solutions Date Received: Not Applicable Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 01-169 mb Date Analyzed: 01/21/21 Data File: 012109.1) Matrix: Soil Instrument: GCMS4 Units: mg/kg(ppm)Dry Weight Operator: JCM Lower Upper Surrogates: % Recovery: Limit: Limit: 1,2-Dichloroethane-d4 103 90 109 Toluene-d8 100 89 112 4-Bromofluorobenzene 97 84 115 Con ent ati n Compounds: mg1kg(ppm) Benzene <0.03 Toluene <0.05 Ethylbenzene <0.05 m,p-Xylene <0.1 o-Xylene <0.05 6 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Semivolatile Compounds By EPA Method 8270E Client Sample ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 101268-01 1/25 Date Analyzed: 01/26/21 Data File: 012620.1) Matrix: Soil Instrument: GCMS8 Units: mg/kg(ppm)Dry Weight Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: 2-Fluorophenol 71 d 36 114 Phenol-d6 82 d 47 116 Nitrobenzene-d5 78 d 38 117 2-Fluorobiphenyl 79 d 50 150 2,4,6-Tribromophenol 61 d 25 187 Terphenyl-d14 93 d 50 150 Concentration Compounds: mg/kg(ppm) Benz(a)anthracene 0.32 Chrysene 0.40 Benzo(a)pyrene 0.43 Benzo(b)fluoranthene 0.61 Benzo(k)fluoranthene 0.21 Indeno(1,2,3-cd)pyrene 0.21 Dibenz(a,h)anthracene <0.05 7 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Semivolatile Compounds By EPA Method 8270E Client Sample ID: Method Blank Client: Wood Environment& Infrastructure Solutions Date Received: Not Applicable Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 01-188 mb 1/5 Date Analyzed: 01/22/21 Data File: 012139.1) Matrix: Soil Instrument: GCMS9 Units: mg/kg(ppm)Dry Weight Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: 2-Fluorophenol 85 32 100 Phenol-d6 90 46 107 Nitrobenzene-d5 90 24 127 2-Fluorobiphenyl 90 46 108 2,4,6-Tribromophenol 88 25 127 Terphenyl-d14 101 50 150 Concentration Compounds: mg/kg(ppm) Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 8 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For PCBs By EPA Method 8082A Client Sample ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 101268-01 1/6 Date Analyzed: 01/22/21 Data File: 012207.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 79 23 120 Concentration Compounds: mg/kg(ppm) Aroclor 1221 <0.02 Aroclor 1232 <0.02 Aroclor 1016 <0.02 Aroclor 1242 <0.02 Aroclor 1248 <0.02 Aroclor 1254 <0.02 Aroclor 1260 <0.02 Aroclor 1262 <0.02 Aroclor 1268 <0.02 9 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For PCBs By EPA Method 8082A Client Sample ID: Method Blank Client: Wood Environment& Infrastructure Solutions Date Received: Not Applicable Project: Mill Creek Sediments Date Extracted: 01/21/21 Lab ID: 0 1-190 mb Date Analyzed: 01/22/21 Data File: 012204.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 85 23 120 Concentration Compounds: mg/kg(ppm) Aroclor 1221 <0.002 Aroclor 1232 <0.002 Aroclor 1016 <0.002 Aroclor 1242 <0.002 Aroclor 1248 <0.002 Aroclor 1254 <0.002 Aroclor 1260 <0.002 Aroclor 1262 <0.002 Aroclor 1268 <0.002 10 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Organochlorine Pesticides By EPA Method 8081B Client Sample ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/25/21 Lab ID: 101268-01 1/6 Date Analyzed: 01/25/21 Data File: 012510.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 72 44 97 DBC 89 43 119 Concentration Compounds: mg/kg(ppm) alpha-BHC <0.01 gamma-BHC (Lindane) <0.01 ca beta-BHC <0.01 ca delta-BHC <0.01 Heptachlor <0.01 ca Aldrin <0.01 Heptachlor Epoxide <0.01 trans-Chlordane <0.01 cis-Chlordane <0.01 4,4'-DDE <0.01 Endosulfan I <0.01 Dieldrin <0.01 Endrin <0.01 ca 4,4'-DDD <0.01 Endosulfan II <0.01 4,4'-DDT <0.01 ca Endrin Aldehyde <0.01 ca Methoxychlor <0.01 ca Endosulfan Sulfate <0.01 ca Endrin Ketone <0.01 ca Toxaphene <1ca 11 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Organochlorine Pesticides By EPA Method 8081B Client Sample ID: SD-MC-01 Client: Wood Environment& Infrastructure Solutions Date Received: 01/20/21 Project: Mill Creek Sediments Date Extracted: 01/25/21 Lab ID: 101268-01 1/60 Date Analyzed: 01/26/21 Data File: 012607.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 74 d 44 97 DBC 94 d 43 119 Concentration Compounds: mg/kg(ppm) alpha-BHC <0.1 gamma-BHC (Lindane) <0.1 beta-BHC <0.1 delta-BHC <0.1 Heptachlor <0.1 Aldrin <0.1 Heptachlor Epoxide <0.1 trans-Chlordane <0.1 cis-Chlordane <0.1 4,4'-DDE <0.1 Endosulfan I <0.1 Dieldrin <0.1 Endrin <0.1 4,4'-DDD <0.1 Endosulfan II <0.1 4,4'-DDT <0.1 Endrin Aldehyde <0.1 Methoxychlor <0.1 Endosulfan Sulfate <0.1 Endrin Ketone <0.1 Toxaphene <10 12 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Organochlorine Pesticides By EPA Method 8081B Client Sample ID: Method Blank Client: Wood Environment& Infrastructure Solutions Date Received: Not Applicable Project: Mill Creek Sediments Date Extracted: 01/25/21 Lab ID: 01-200 mb 1/6 Date Analyzed: 01/25/21 Data File: 012509.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 81 44 97 DBC 106 43 119 Concentration Compounds: mg/kg(ppm) alpha-BHC <0.01 gamma-BHC (Lindane) <0.01 ca beta-BHC <0.01 ca delta-BHC <0.01 Heptachlor <0.01 ca Aldrin <0.01 Heptachlor Epoxide <0.01 trans-Chlordane <0.01 cis-Chlordane <0.01 4,4'-DDE <0.01 Endosulfan I <0.01 Dieldrin <0.01 Endrin <0.01 ca 4,4'-DDD <0.01 Endosulfan II <0.01 4,4'-DDT <0.01 ca Endrin Aldehyde <0.01 ca Methoxychlor <0.01 ca Endosulfan Sulfate <0.01 ca Endrin Ketone <0.01 ca Toxaphene <1ca 13 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD N ffPH-Dx Laboratory Code: 101247-01 (Matrix Spike) Silica Gel Sample Percent Percent Reporting Spike Result Recovery Recovery Acceptance RPD Analyte Units Level (Wet Wt) MS MSD Criteria (Limit 20) Diesel Extended mg/kg(ppm) 5,000 <50 100 92 63-146 8 Laboratory Code: Laboratory Control Sample Silica Gel Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Diesel Extended mg/kg(ppm) 5,000 90 79-144 14 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR TOTAL METALS USING EPA METHOD 6020B Laboratory Code: 101248-01 (Matrix Spike) Sample Percent Percent Reporting Spike Result Recovery Recovery Acceptance RPD Analyte Units Level (Wet wt) MS MSD Criteria (Limit 20) Arsenic mg/kg(ppm) 10 4.63 82 79 75-125 4 Cadmium mg/kg(ppm) 10 <1 95 96 75-125 1 Chromium mg/kg(ppm) 50 14.5 87 89 75-125 2 Lead mg/kg(ppm) 50 4.22 79 78 75-125 1 Mercury mg/kg (ppm 5 <1 81 86 75-125 6 Nickel mg/kg(ppm) 25 27.3 80 82 75-125 2 Zinc mg/kg(ppm) 50 42.5 75 80 75-125 6 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Arsenic mg/kg(ppm) 10 86 80-120 Cadmium mg/kg(ppm) 10 99 80-120 Chromium mg/kg(ppm) 50 106 80-120 Lead mg/kg(ppm) 50 95 80-120 Mercury mg/kg(ppm) 5 97 80-120 Nickel mg/kg(ppm) 25 101 80-120 Zinc mg/kg(ppm) 50 100 80-120 15 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR VOLATILES BY EPA METHOD 8260D Laboratory Code: 101268-01 (Matrix Spike) Sample Percent Percent Reporting Spike Result Recovery Recovery Acceptance RPD Analyte Units Level (Wet wt) MS MSD Criteria (Limit 20) Benzene mg/kg(ppm) 1 <0.03 64 65 29-129 2 Toluene mg/kg(ppm) 1 <0.05 66 66 35-130 0 Ethylbenzene mg/kg(ppm) 1 <0.05 67 68 32-137 1 m,p-Xylene mg/kg(ppm) 2 <0.1 69 69 34-136 0 o-Xylene mg/kg(ppm) 1 <0.05 67 69 33-134 3 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Benzene mg/kg(ppm) 1 99 71-118 Toluene mg/kg(ppm) 1 98 66-126 Ethylbenzene mg/kg(ppm) 1 98 64-123 m,p-Xylene mg/kg(ppm) 2 100 78-122 o-Xylene mg/kg(ppm) 1 98 77-124 16 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR SEMIVOLATILES BY EPA METHOD 8270E Laboratory Code: 101203-66 1/5 (Matrix Spike) Sample Percent Percent Reporting Spike Result Recovery Recovery Acceptance RPD Analyte Units Level (Wet wt) MS MSD Criteria (Limit 20) Benz(a)anthracene mg/kg(pp-) 0.83 <0.01 85 86 50-150 1 Chrysene mg/kg(pp-) 0.83 <0.01 84 84 50-150 0 Benzo(a)pyrene mg/kg(pp-) 0.83 <0.01 92 93 50-150 1 Benzo(k)fluoranthene mg/kg(pp-) 0.83 <0.01 84 85 50-150 1 Benzo(k)fluoranthene mg/kg(pp-) 0.83 <0.01 86 89 50-150 3 Indeno(1,2,3-cd)pyrene mg/kg(pp-) 0.83 <0.01 82 77 50-150 6 Dibenz(a,h)anthracene mg/kg(pp-) 0.83 <0.01 80 74 50-150 8 Laboratory Code: Laboratory Control Sample 1/5 Percent Reporting Spike Recovery Acceptance Analyyte Units Level LCS Criteria Benz(a)anthracene mg/kg(ppm) 0.83 95 70-130 Chrysene mg/kg(ppm) 0.83 94 70-130 Benzo(a)pyrene mg/kg(pp-) 0.83 99 70-130 Benzo(k)fluoranthene mg/kg(pp-) 0.83 94 70-130 Benzo(k)fluoranthene mg/kg(pp-) 0.83 90 70-130 Indeno(1,2,3-cd)pyrene mg/kg(pp-) 0.83 103 70-130 Dibenz(a,h)anthracene mg/kg(pp-) 0.83 100 70-130 17 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR POLYCHLORINATED BIPHENYLS AS AROCLOR 1016/1260 BY EPA METHOD 8082A Laboratory Code: 101285-01 (Matrix Spike) Sample Percent Percent Reporting Spike Result Recovery Recovery Control RPD Analyte Units Level (Wet Wt) MS MSD Limits (Limit 20) Aroclor 1016 mg/kg(ppm) 0.083 <0.002 89 76 44-107 16 Aroclor 1260 mg/kg(ppm) 0.083 <0.002 98 86 38-124 13 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Aroclor 1016 mg/kg(ppm) 0.083 88 47-158 Aroclor 1260 mg/kg(ppm) 0.083 99 69-147 18 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR ORGANOCHLORINE PESTICIDES BY EPA METHOD 8081B Laboratory Code: 101268-01 1/6 (Matrix Spike) 1/6 Percent Percent Reporting Units Spike Sample Recovery Recovery Acceptance RPD Analyte Level Result MS MSD Criteria (Limit 20) alpha-BHC mg/kg(ppm) 0.1 <0.01 66 65 17-122 2 gamma-BHC (Lindane) mg/kg(ppm) 0.1 <0.01 60 59 18-128 2 beta-BHC mg/kg(ppm) 0.1 <0.01 67 67 17-130 0 delta-BHC mg/kg(ppm) 0.1 <0.01 73 84 20-124 14 Heptachlor mg/kg(ppm) 0.1 <0.01 52 49 15-133 6 Aldrin mg/kg(ppm) 0.1 <0.01 96 107 50-150 11 Heptachlor Epoxide mg/kg(ppm) 0.1 <0.01 107 99 19-132 8 trans-Chlordane mg/kg(ppm) 0.1 <0.01 4601 ip 4788 ip 15-157 4 cis-Chlordane mg/kg(ppm) 0.1 <0.01 67 63 17-133 6 4,4'-DDE mg/kg(ppm) 0.1 <0.01 67 66 17-139 2 Endosulfan I mg/kg(ppm) 0.1 <0.01 70 66 19-130 6 Dieldrin mg/kg(ppm) 0.1 <0.01 76 73 17-140 4 Endrin mg/kg(ppm) 0.1 <0.01 58 50 20-143 15 4,4'-DDD mg/kg(ppm) 0.1 <0.01 93 80 20-143 15 Endosulfan II mg/kg(ppm) 0.1 <0.01 95 88 21-133 8 4,4'-DDT mg/kg(ppm) 0.1 <0.01 15 11 10-385 31 vo Endrin Aldehyde mg/kg(ppm) 0.1 <0.01 51 58 12-123 13 Methoxychlor mg/kg(ppm) 0.1 <0.01 10 8 vo 10-226 22 vo Endosulfan Sulfate mg/kg(ppm) 0.1 <0.01 61 56 17-134 9 Endrin Ketone mg/kg(ppm) 0.1 <0.01 23 20 10-153 14 Toxaphene mg/kg(ppm) 4 <1 313 ip 332 ip 12-123 6 19 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/20/21 Project: Mill Creek Sediments, F&BI 101268 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR ORGANOCHLORINE PESTICIDES BY EPA METHOD 8081B Laboratory Code: Laboratory Control Sample 1/6 Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria alpha-BHC mg/kg(ppm) 0.1 79 70-130 gamma-BHC (Lindane) mg/kg(ppm) 0.1 86 70-130 beta-BHC mg/kg(ppm) 0.1 87 66-112 delta-BHC mg/kg(ppm) 0.1 81 70-130 Heptachlor mg/kg(ppm) 0.1 87 70-130 Aldrin mg/kg(ppm) 0.1 89 70-130 Heptachlor Epoxide mg/kg(ppm) 0.1 89 70-130 trans-Chlordane mg/kg(ppm) 0.1 90 70-130 cis-Chlordane mg/kg(ppm) 0.1 89 70-130 4,4'-DDE mg/kg(ppm) 0.1 91 70-130 Endosulfan I mg/kg(ppm) 0.1 88 70-130 Dieldrin mg/kg(ppm) 0.1 91 70-130 Endrin mg/kg(ppm) 0.1 103 65-140 4,4'-DDD mg/kg(ppm) 0.1 95 70-130 Endosulfan II mg/kg(ppm) 0.1 97 70-130 4,4'-DDT mg/kg(ppm) 0.1 101 57-135 Endrin Aldehyde mg/kg(ppm) 0.1 80 25-133 Methoxychlor mg/kg(ppm) 0.1 103 57-147 Endosulfan Sulfate mg/kg(ppm) 0.1 91 70-130 Endrin Ketone mg/kg(ppm) 0.1 91 70-130 Toxaphene mg/kg(ppm) 4 107 68-131 20 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis. b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful. ca- The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate. c - The presence of the analyte may be due to carryover from previous sample injections. cf- The sample was centrifuged prior to analysis. d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful. dv- Insufficient sample volume was available to achieve normal reporting limits. f-The sample was laboratory filtered prior to analysis. fb - The analyte was detected in the method blank. fc - The analyte is a common laboratory and field contaminant. hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity. hs - Headspace was present in the container used for analysis. lit—The analysis was performed outside the method or client-specified holding time requirement. ip - Recovery fell outside of control limits due to sample matrix effects. j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate. J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate. jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate. - The surrogate associated with the analyte is out of control limits. The reported concentration should ee The an estimate. lc -The presence of the analyte is likely due to laboratory contamination. L - The reported concentration was generated from a library search. nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable. pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate. ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate. vo - The value reported fell outside the control limits established for this analyte. x- The sample chromatographic pattern does not resemble the fuel standard used for quantitation. 21 Z t» tCI is . C En VT'a SHVJI XQ'Hdi a 'j If . , IR `cl ep } # 1 t� f i i [ FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS CASE NARRATIVE This case narrative encompasses samples received on January 21, 2021 by Friedman & Bruya, Inc. from the Wood Environment & Infrastructure Solutions Mill Creek Sediment, F&BI 101294 project. Samples were logged in under the laboratory ID's listed below. Laboratory Wood Environment & Infrastructure Solutions 101294 -01 SD-MC-02 101294 -02 SD-MC-03 101294 -03 SD-MC-04 101294 -04 SD-MC-06 101294 -05 SD-MC-09 A 6020B internal standard failed the acceptance criteria for samples SD-MC-06 and SD-MC-09. The samples were diluted and reanalyzed with acceptable results. Both data sets were reported. The 8081B calibration standard failed the acceptance criteria for several pesticides. The sample was reanalyzed with similar results, therefore the failed calibration standard was due to matrix effect. The data were flagged accordingly. All other quality control requirements were acceptable. 1 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 01/28/21 Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/22/21 Date Analyzed: 01/22/21 RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx Sample Extracts Passed Through a Silica Gel Column Prior to Analysis Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm) Surrogate Sample ID Diesel Ranae Motor Oil Ranae (% Recovery) Laboratory ID (CIO-C25) (C25-C36) (Limit 48-168) SD-MC-02 <50 <250 90 101294-01 SD-MC-03 <50 <250 88 101294-02 SD-MC-04 130 x 900 92 101294-03 SD-MC-06 <50 <250 92 101294-04 SD-MC-09 <50 <250 86 101294-05 Method Blank <50 <250 87 01-195 MB 2 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Total Metals By EPA Method 6020B Client ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/25/21 Lab ID: 101294-01 Date Analyzed: 01/25/21 Data File: 101294-01.051 Matrix: Soil Instrument: ICPMS2 Units: mg/kg(ppm)Dry Weight Operator: SP Concentration Analyte: mg/kg(ppm) Arsenic 2.89 Cadmium <1 Chromium 18.4 Lead 43.0 Mercury <1 Nickel 12.9 Zinc 216 3 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Volatile Compounds By EPA Method 8260D Client Sample ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/22/21 Lab ID: 101294-01 Date Analyzed: 01/22/21 Data File: 012215.1) Matrix: Soil Instrument: GCMS4 Units: mg/kg(ppm)Dry Weight Operator: JCM Lower Upper Surrogates: % Recovery: Limit: Limit: 1,2-Dichloroethane-d4 99 90 109 Toluene-d8 99 89 112 4-Bromofluorobenzene 95 84 115 Compounds: Co g�gtxaptm) Benzene �k<0.110Pp3 11 Toluene <0.05 Ethylbenzene <0.05 m,p-Xylene <0.1 o-Xylene <0.05 11 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Semivolatile Compounds By EPA Method 8270E Client Sample ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/22/21 Lab ID: 101294-01 1/25 Date Analyzed: 01/26/21 Data File: 012621.1) Matrix: Soil Instrument: GCMS8 Units: mg/kg(ppm)Dry Weight Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: 2-Fluorophenol 79 d 36 114 Phenol-d6 88 d 47 116 Nitrobenzene-d5 84 d 38 117 2-Fluorobiphenyl 73 d 50 150 2,4,6-Tribromophenol 62 d 25 187 Terphenyl-d14 88 d 50 150 Concentration Compounds: mg/kg(ppm) Benz(a)anthracene 0.14 Chrysene 0.21 Benzo(a)pyrene 0.21 Benzo(b)fluoranthene 0.34 Benzo(k)fluoranthene 0.12 Indeno(1,2,3-cd)pyrene 0.11 Dibenz(a,h)anthracene <0.05 17 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For PCBs By EPA Method 8082A Client Sample ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/25/21 Lab ID: 101294-01 1/6 Date Analyzed: 01/25/21 Data File: 012511.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 68 23 120 Concentration Compounds: mg/kg(ppm) Aroclor 1221 <0.02 Aroclor 1232 <0.02 Aroclor 1016 <0.02 Aroclor 1242 <0.02 Aroclor 1248 <0.02 Aroclor 1254 <0.02 Aroclor 1260 <0.02 Aroclor 1262 <0.02 Aroclor 1268 <0.02 23 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Organochlorine Pesticides By EPA Method 8081B Client Sample ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/25/21 Lab ID: 101294-01 1/6 Date Analyzed: 01/25/21 Data File: 012511.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 68 44 97 DBC 77 43 119 Concentration Compounds: mg/kg(ppm) alpha-BHC <0.01 gamma-BHC (Lindane) <0.01 ca beta-BHC <0.01 ca delta-BHC <0.01 Heptachlor <0.01 ca Aldrin <0.01 Heptachlor Epoxide <0.01 trans-Chlordane <0.01 cis-Chlordane <0.01 4,4'-DDE <0.01 Endosulfan I <0.01 Dieldrin <0.01 Endrin <0.01 ca 4,4'-DDD <0.01 Endosulfan II <0.01 4,4'-DDT <0.01 ca Endrin Aldehyde <0.01 ca Methoxychlor <0.01 ca Endosulfan Sulfate <0.01 ca Endrin Ketone <0.01 ca Toxaphene <1 ca 29 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Analysis For Organochlorine Pesticides By EPA Method 8081B Client Sample ID: SD-MC-02 Client: Wood Environment& Infrastructure Solutions Date Received: 01/21/21 Project: Mill Creek Sediment, F&BI 101294 Date Extracted: 01/25/21 Lab ID: 101294-01 1/60 Date Analyzed: 01/26/21 Data File: 012615.1) Matrix: Soil Instrument: GC9 Units: mg/kg(ppm)Dry Weight Operator: IJL Lower Upper Surrogates: % Recovery: Limit: Limit: TCMX 70 d 44 97 DBC 106 d 43 119 Concentration Compounds: mg/kg(ppm) alpha-BHC <0.1 gamma-BHC (Lindane) <0.1 beta-BHC <0.1 delta-BHC <0.1 Heptachlor <0.1 Aldrin <0.1 Heptachlor Epoxide <0.1 trans-Chlordane <0.1 cis-Chlordane <0.1 4,4'-DDE <0.1 Endosulfan I <0.1 Dieldrin <0.1 Endrin <0.1 4,4'-DDD <0.1 Endosulfan II <0.1 4,4'-DDT <0.1 Endrin Aldehyde <0.1 Methoxychlor <0.1 Endosulfan Sulfate <0.1 Endrin Ketone <0.1 Toxaphene <10 30