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Home My WebLink AboutCAG2024-084 - Original - Active Construction, Inc. - Mill Creek/76th Ave S Culvert Improvements - 02/26/2024 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) W A S H I N G T O N Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Mark Madfai Public Works Date Sent: Date Required: c 02/16/2024 2/23/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Q Interlocal Agreement Uploaded to Website 2/6/2024 Budget Account Number: Grant? Yes❑ NoF71 D90121 Budget? Yes❑No Type: N/A Vendor Name: Category Active Construction, Inc. Contract Vendor Number: Sub-Category: Original 0 4-0 Project Name: Mill Creek / 76th Ave S Culvert Improvements i Project Details: The project consists of raising the existing road surface above the FEMA flood elevation with a concrete roadway; removing eight deficient culverts at five locations; constructing two voided slab concrete girder C bridges,and one steel girder bridge; expanding the Mill Creek channel; constructing habitat improvements; installing new storm and water systems, planter strips, sidewalks and LED streetlights. C Basis for Selection of Contractor: � Agreement 1�3,824,824. Bid E *Memo to Mayor must b4"400 i Start Date: 10daysafternoticetoproceed Termination Date: Working days from start Q Local Business?❑Yes❑No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchose-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes❑In-Process❑Exempt(KCC 5.01.045) ❑Authorized Signer Verified Notice required prior to disclosure? Contract Number: ❑Yes❑No CAG2024-084 Comments: H i 3 f0 IM C C a1 3 cc a, a, cc Date Received:City Attorney: 2/16/24 Date Routed:Mayor's Office 2/21/24 City Clerk's Office 2/27/24 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 KENT W A 5 H I N G T O N DATE: February 6, 2024 TO: Kent City Council SUBJECT: Mill Creek/76th Avenue South Culvert Improvements Bid — Award MOTION: I move to award the Mill Creek/761" Avenue S. Culvert Improvement Project to Active Construction, Inc. in the amount of $13,824,824.01 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: The project will raise the existing road surface above the FEMA flood elevation with a concrete roadway; removing eight deficient culverts at five locations; constructing two voided slab concrete girder bridges, and one steel girder bridge; expanding the Mill Creek channel; constructing habitat improvements; installing new storm and water systems, planter strips, sidewalks, and LED streetlights. The bid opening for the Mill Creek/76t" Avenue S. Culvert Improvement Project was held on January 30, 2024, with three_ (3) bids received. The lowest responsible and responsive bid was submitted by Active Construction, Inc. in the amount of $13,824,824.01. BUDGET IMPACT: The project includes grant funding from the Washington State Department of Ecology for improvements to Mill Creek, along with grants from the Freight Mobility Strategic Investment Board and Transportation Improvement Board to raise the roadway. SUPPORTS STRATEGIC PLAN GOAL: Innovative Government - Delivering outstanding customer service, developing leaders, and fostering innovation. Evolvina Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. Mill Creek - 76th Avenue South Culvert Improvements Bid Tab (PDF) CONFORMED TO ADDENDA 1, 21 3, 4, and 5 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek/ 761" Avenue S. Culvert Improvements Project Number: 20-3028 BIDS ACCEPTED UNTIL January 44 30, 2024 1 n : nn A.M . 1:00 P.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 I N G T 0 N INDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Appendices: Kent Standard Plans WSDOT Standard Plans King County Standard Plans Traffic Control Plans New Watermain Connection Procedures Plan and Procedures for the Unanticipated Discovery of Cultural Resources and Human Skeletal Remains Geotechnical Report Headwall Infill Sheet Nationwide Permit (NWP) 14 Hydraulic Project Approval 2022-4-808+01 King County Industrial Waste Discharge Permit Construction Stormwater General Permit Project Sign Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek/ 76t" Avenue S. Culvert Improvements Project Number: 20-3028 BIDS ACCEPTED UNTIL January 24, 2024 10:00 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 �g IGnF' t KEN T � � V�/A S H I N G T O N I ST SSIONAL E�� 2/Z��z3 2/27/23 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 WSDOT Standard Plans King County Standard Plans Traffic Control Plans New Watermain Connection Procedures Plan and Procedures for the Unanticipated Discovery of Cultural Resources and Human Skeletal Remains Geotechnical Report Headwall Infill Sheet Nationwide permit (NWP) 14 Hydraulic Project Approval 2022-4-808+01 King County Industrial Waste Discharge Permit Construction Stormwater General Permit Project Sign Prevailing Wage Rates BIDDER'S NAME 467705 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Mill Creek/ 76t" Avenue S. Culvert Improvements Project Number: 20-3028 BIDS ACCEPTED UNTIL January 30, 2024 10:00 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 40 • KEN T W A S H I N G T 0 N ORDER OF CONTENTS FOR BID PACKAGE 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 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 INVITATION TO BID 3GTW I ptyl Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January , 2024, up to . 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/761h Avenue S. Culvert Improvements Project Number: 20-3028 The City Clerk will read the bids out loud from the Clerk's office. Individuals can stand in the lobby outside the Clerk's office during the bid opening to hear the bid results. The project consists of raising the existing road surface above the FEMA flood elevation with a concrete roadway; removing eight deficient culverts at five locations; constructing two voided slab concrete girder bridges, and one steel girder bridge; expanding the Mill Creek channel; constructing habitat improvements; installing new storm and water systems, planter strips, sidewalks, and LED streetlights. Bidders are required to attend a mandatory pre-bid project overview meeting and bids will not be accepted from bidders who did not attend this mandatory meeting. This meeting is necessary to ensure bidders understand the various complexities associated with this project including, the scheduling of work, required construction phasing, allowable work windows, allowable driveway closures, etc., and account for them in their bid accordingly. Two pre-bid project meetings will be held for contractors to choose from. Bidders only need to attend one. The meetings are scheduled on Thursday, January 111h at 10:30 AM and Wednesday January 171h at 10:30 AM via Microsoft Teams. Email publicworks@kentwa.gov no later than 3:00 PM on Wednesday, January 101h to receive a meeting invite to the meeting of your choice. Bidders who attend one of the mandatory pre-bid project overview meetings are encouraged to attend a voluntary on-site meeting on Friday, January 191h at 10:30 AM. This on-site meeting is voluntary. The Engineer's estimated range for this project is approximately $13 million to $15 million. Bid documents may be obtained by contacting City of Kent Engineering Department, Karin Bayes at 253-856-5657. For technical questions, please call Susanne Smith at 253-856-5553 or Mark Madfai at 253-856-5521. 1 Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032- 5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA aov/doing-business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. 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 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 bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 28t" day of December 2023. BY: ' Kimberle A. Komoto, City Clerk z Published: Daily Journal of Commerce on January 3, 10 and 17, 2024 Washington State Office of Minority and Women's Business Enterprise on January 3, 2024. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 113010 This statement relates to a proposed contract with the City of Kent named Mill Creek/7611 Avenue S. Culvert Improvements Project Number: 20-3028 I am the undersigned bidder or prospective contractor. I represent that - 1. I X . have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. ,44,77V6 �G770ri-riyC� NAME OF BIDDER SIGNATURE/TITTLE ,9;4 Vla &",KT/ YIDS Il rttr _ orrJ� , c0 98y,13 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 3 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 Regulations". 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 will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this 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. 4 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 materials 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 Part 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: 5 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 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. 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 Act 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); 6 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.S.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 below, I agree to fulfill the five requirements referenced above. By: C= `� For: A&nw om57po�-00n Twt, Title: E-51dg�-Yrr Date: 1�3o OZ� 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 employer. 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 coordinator, 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/761'Ave. S. Culvert Improvement/Smith 8 January 3, 2024 Project Number: 20-3028 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies thatG�� 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/761h Avenue S. Culvert Improvements / Project Number: 20-3028 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. APP # ' Mill Creek/761h Ave. S. Culvert Improvement/Smith 9 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $D,31/sig- 3q�7 Oo WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $A-4000.0' $/5°V'000. dD WSDOT LUMP SUM Per LS 1007 2-01.5 18 Remove Tree 4 Inch to 20 $ (5GM. 40 $ 77,000. 00 KSP EACH Inch in Diameter and Stump Per EA 1008 2-01.5 7 Remove Tree Greater than 20 $215V. 00 $ KSP EACH Inch in Diameter and Stump Per EA 1009 2-02.5 7,550 Rubblize Existing Asphalt $ 3• Do $ Ov KSP SQ YDS Concrete Pavement in Place Per SY 1010 2-02.5 8,638 Remove Existing Asphalt $ 10,10 $ 9S 0/g, 00 KSP SQ YDS Concrete Pavement Per SY 1017 2-02.5 577 Remove Cement $20. 00 $ �� Wp, °o KSP SQ YDS Concrete Driveway, 8-inch Per SY Depth, Reinforced 1020 2-02.5 503 Remove Cement Concrete $ '10 $ 6036. oD KSP SQ YDS Sidewalk Per SY 1025 2-02.5 2,460 Remove Cement Concrete $ °d $�7 Zyd 00 KSP LN FT Curb and Gutter Per LF �.�:* 5— Mill Creek/76t'Ave. S. Culvert Improvement/Smith 10 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1030 2-02.5 2,103 Remove Cement Concrete $ q. vD $ Fglz Do KSP LN FT Extruded Curb Per LF 1035 2-02.5 231 Remove Block or Rock Wall $?j . 00 $r7bZ3,o0 KSP LN FT Per LF 1045 8-21.5 1 Removal of Traffic Signs $Z-7Oto. D0 $ 2700. pD KSP LUMP SUM Per LS 1047 8-21.5 12 Remove and Reinstall Traffic $ yS-P,®D $ "00. 90 KSP EACH Signs Per EA 1049 8-21.5 1 Remove and Reinstall $Z700, DB $ 270D. 00 KSP EACH Flagpole with New Foundation Per EA 1050 2-02.5 1,348 Saw Cut Existing Asphalt $6. 00 $ 671/a 00 * KSP LN FT Concrete Pavement Per LF 1055 2-02.5 47 Saw Cut Existing Cement $q.25- $ KSP LN FT Concrete Pavement Per LF 1060 8-04.5 1 Parallel Curb Ramp Type A $270� 00 $ 2700, 00 KSP EACH Per EA 1065 8-04.5 1 Combination Curb Ramp $ 3000. 00 $ 3bm. 00 KSP EACH Per EA Mill Creek/76"'Ave. S. Culvert Improvement/Smith 11 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1076 4-03.5 4,600 Gravel Borrow, ineludin $ 35-,W $ ��0D0. 00 * 2-03.5 TONS Incl. Haul and Gempaetien Per TON *S-R WSDOT ($2.50 Min) 1080 4-04.5 3,763 Crushed Surfacing Top $?1- 00 $ ?57-7 00 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1086 4-04.5 1,523 Crushed Surfacing Base $ 31. SV $ SD KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1087 2-03.5 5,100 Channel Excavation Incl. Haul $31.00 $ /980100 00 KSP CU YDS Per CY 1088 2-03.5 1,400 Embankment Compaction $ 1. 00 $ �Z� boo. 00 WSDOT CU YDS Per CY 1090 5-04.5 230 Temporary HMA Class 1/2", $2q3. 00 $ 57;�; �90, 00 KSP TONS PG 58H-22 Per TON 1095 5-04.5 2,362 HMA Class 1/2", PG 58V-22 $G7-7 00 $ �g, P ao KSP TONS Per TON 1096 5-05.5 1,240 Cement Concrete Pavement $"l l9. DD $ (�17� S j.DO KSP CU YDS Including Dowels Per CY 1125 5-04.5 125 Hot Plant Mix for Temporary $2/00, 00 $ 00 KSP TONS Pavement Patch Per TON Mill Creek/761h Ave. S. Culvert Improvement/Smith 12 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1130 5-04.5 100 Cold Plant Mix for Temporary $Zqs°o $ Z9,"p, 1)0 KSP TONS Pavement Patch Per TON 1140 8-06.5 684 Cement Concrete Driveway, $ 110g. Do $��j�g7�oo KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 750 Cement Concrete Sidewalk 4 $'0. oo $ 37 SDD, o0 KSP SQ YDS Inch Depth Per SY , 1203 8-04.5 1,113 Cement Concrete Roadway $;(a. 00 $40/ Qbg. 00 KSP LN FT Curb Per LF 1205 8-04.5 580 Cement Concrete Curb and $Iq,�:QO s26,�pd, o0 KSP LN FT Gutter Per LF 1210 8-04.5 2,050 Cement Concrete Extruded $2I. Do $ KSP LN FT Curb Per LF 1215 8-10.5 200 Plastic Curb and Flexible Post $15�.00 $3/,000.°O KSP LN FT Per LF 1220 7-05.5 4 Adjust Existing Catch Basin $5b5:°p $ ZZ&O, o0 KSP EACH and Grate to Finished Grade Per EA 1225 7-05.5 5 Adjust Existing Manhole Cover $ 270, IV $ (f!!Qp ov KSP EACH to Finished Grade Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 13 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1228 7-05.5 1 Adjust Existing Sanitary $�7V 0 $ - Z .00 KSP EACH Sewer Cleanout to Finished Per EA Grade 1240 7-17.5 89 PVC Sewer Pipe,6 Inch $q 73. ®O $ q7 �97 Dp KSP LN FT Diameter Per LF 1242 7-09.5 30 12 Inch O.D., 0.375 Inch $� . �® sawo, D° KSP LN FT Thick Steel Casing Per LF 1244 7-05.5 1 Manhole, Type 2 48 Inch $5-100.6, $ 5270,a0 KSP EACH Diameter Per EA 1246 8-13.5 1 Remove Existing Sanitary $6730• 4!� $ I7.50 DO KSP EACH Sewer Manhole Per EA 1247 8-13.5 1 Adjust Existing Vault Lid to $l 5DO• °© $ / , 00 KSP EACH Finished Grade Per EA 1248 2-02.5 88 Remove Existing Sewer Pipe $ 1g. 00 $ o0 KSP LN FT Per LF 1255 8-12.5 310 Remove Fence $ !• ds $�790 od KSP LN FT Per LF 1270 8-12.5 600 Temporary Fencing $ G�• $6 00.°° KSP LN FT Per LF Mill Creek/761'Ave. S. Culvert Improvement/Smith 14 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY �PRICE AMOUNT 1280 8-12.5 302 T }a" 6 Fee Chain Link $ e�J 1. ®® $ 2i�l,(y2,DO X-S-P LN FT Fence Type 3 and Gate Per LF WSDOT 1281 8-12.5 4 Double 14 Ft. Chain Link $ 1�00. D® $ �Zpp, ov WSDOT EACH Gate, er each Per EA 1285 2-13.5 206 Rigid Inclusion $.5";-en 00 $�/ /33o mp p° KSP EACH Per EA 1296 8-18.5 1 Remove and Reset Existing $ q490. 00 $ qdo. 00 KSP EACH Mailbox with New Post Per EA 1305 8-11.5 517 Beam Guardrail Type 31 $ F5,DO $ WSDOT LN FT Per LF l 1310 8-11.5 2 Beam Guardrail Anchor $qZo0. $ 8yqq, 00 WSDOT EACH Type 31 Per EA 1315 8-28.5 40 Pothole Utilities $`7o0. $ "000. 00 * KSP EACH Per EA 1320 8-30.5 2 Project Sign Installation $l00- 00 $ 000. qo KSP EACH Per EA 1340 5-04.5 1 Asphalt Cost Price Adjustment $25,000.00 $25,000.00 KSP CALC *Common price to all bidders Per CALC Mill Creek 76`h Ave. S. Culvert Improvement/Smith 15 January 29, 2024 Project Number: 20-3028 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1350 KSP 1 Utility Removal $15,000 $ 000 00 FORCE Per FA ACCOUNT 1354 8-34.5 1 Field trailer $3Z,21P•0° $ 3Z,250. d0 KSP LUMP SUM Per LS 1375 8-01.5 150 Street Cleaning $ 410. D0 WSDOT HOURS Per HR 1378 1- 1 SPCC Plan $/". 00 $ l5-0 00 07.15(1) LUMP SUM Per LS WSDOT 1380 2-02.5 1 Removal of Structures and $2,500* $2,500 KSP FORCE Obstructions Per FA ACCOUNT *Common price to all bidders The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule I Total $ Mill Creek/761h Ave. S. Culvert Improvement/Smith 16 January 29, 2024 Project Number: 20-3028 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2010 7-09.5 1 10 Inch Connection to $3V#0-w $ 32Qp ov KSP EACH Existing Water Main Per EA 2015 7-09.5 2 12 Inch Connection to $300. d® .$ &/D0. Do KSP EACH Existing Water Main Per EA 2030 7-09.5 � 112 10 Inch Diameter Ductile $ 1$;. 00 $ZOl qq/,oo KSP LN FT Iron, Cl 52 Restrained Joint Per LF Water Main Pipe 2035 7-09.5 1,580 12 Inch Diameter Ductile $3/6,2,00• p° KSP 1,860 Iron, Cl 52 Restrained Joint Per LF LN FT Water Main Pipe 2050 7-12.5 4 10 Inch Gate Valve, $gD00. Dv $�6�000.00 KSP EACH MJ x FL or MJ x MJ or FL x FL Per EA 2055 7-12.5 13 12 Inch Gate Valve, $u/000. Do $ 579 KSP EACH MJ x FL or MJ x MJ or FL x FL Per EA 2057 7-10.5 6 12 Inch Diameter Double Ball $/51000. 00 $ 9b, goo.a KSP EACH Flexible Expansion Joint Per EA 2060 7-09.5 170 12 Inch HDPE Temporary $ /11. S° $ 3Z1 OD KSP LN FT Water Main Pipe Per LF 2065 7-09.5 2 12 Inch HDPE Connection to $3000. 00 $ 6000 00 KSP LUMP Ductile Iron Water Main Per 1=S EA SYM EACH Mill Creek/761h Ave. S. Culvert Improvement/Smith 17 January 29, 2024 Project Number: 20-3028 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 7-14.5 2080 KSP 5 Hydrant Assembly $A00• 00 $S2,r0o. 00 EACH Per EA 2085 7-012.5 1 2 Inch Air Release Valve with $ 17,00. 00 $ gZ00. vo KSP EACH Chamber Per EA 2090 7-12.5 3 2 Inch Air Release Valve with ,0,00. so $ 34,000. 00 KSP EACH Customized Chamber Per EA 2103 7-14.5 4 Remove Existing Hydrant $ HOP 00 $ 2720.-'o KSP EACH Assembly Per EA 2105 7-15.5 5 Abandon Existing Water $ q". °O $ gas . 00 KSP EACH Service Per EA 2110 7-09.5 1 Abandon Existing Water Main $12/000.00 $ (Z"000.00 KSP LUMP SUM Per LS 2112 7-15.5 2 Service Connection $1/0,6• 00 $ ZZOD. P° KSP EACH Per EA 2115 7-15.5 1 Service Connection $ [100. 00 $ KSP EACH 1 Inch Diameter Per EA 2120 7-15.5 4 Service Connection 000. 0O $ q�00. 00 KSP EACH 1-1/2 Inch Diameter Per EA 2125 7-15.5 1 Service Connection $J700. 00 $/7pD, 00 KSP EACH 2 Inch Diameter Per EA Mill Creek/761'Ave. S. Culvert Improvement/Smith is January 29, 2024 Project Number: 20-3028 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2145 7-15.5 214 Water Service Line $ d�00 $ 31,1Q, Vo KSP LN FT 1 Inch Diameter Per LF 7-15.5 2150 KSP 198 Water Service Line 1-1/2 Inch $10- 00 $ 51q. to LN FT Diameter Per LF 2155 7-15.5 124 Water Service Line $20. oo $mgp.Oo KSP LN FT 2 Inch Diameter Per LF 2210 7-15.5 1 1 Inch Meter Setter $$1400• pO $ 1400.60 KSP EACH Per EA 2212 7-15.5 4 1-1/2 Inch Meter Setter $ 2$00. $ KSP EACH Per EA 2215 7-15.5 1 2 Inch Meter Setter $5600.OD $ 3600, 00 KSP EACH Per EA 2220 7-15.5 1 Meter Box for Up to 1 Inch $gIvo.do $ q6o. Do KSP EACH Diameter Service Per EA 2225 7-15.5 5 Meter Box for 1-1/2 to 2 Inch $/4S 0. 60 $ 61SD av KSP EACH Diameter Service Per EA 2226 7-15.5 5 Reduced Pressure Backflow $�1,90. 00 $ "914 00.OR KSP EACH Assembly Less than 3 Inch Per EA Diameter and Enclosure Mill Creek/761h Ave. S. Culvert Improvement/Smith 19 January 29, 2024 Project Number: 20-3028 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2229 7-09.5 4 Connect to Existing Pipe $96VA00 $ KSP EACH Outside Vault Per EA 2237 7-15.5 1 Relocate Reduced Pressure $q?vv. vo $ G��(10�po KSP EACH Backflow Assembly Per EA 2255 2-09.5 5,500 Shoring or Extra Excavation $D. 01 $ 55-. ov * WSDOT SQ FT Class B Per SF 2260 7-09.5 82 Foundation Material, Class I $ 34.0 $ �Jq3. 00 KSP TONS and II for Water Main Per TON 2275 7-09.5 725 Pipe Zone Bedding for $#F-00 $J?�f�8'dp 00 KSP TONS Water Main Per TON 2285 7-09.5 625 Bank Run Gravel for Trench $ 7-")- $�g��2t�,0D * KSP TONS Backfill F F `" ateF M R Per TON ($2.50 Min) 2315 8-28.5 20 Pothole Utilities $ q00. DO $ $�000, oo * KSP EACH Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. In * accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total 10.1% Sales Tax $ �Zi yg2• �b Schedule II Total $ 2 g� Mill Creek/761h Ave. S. Culvert Improvement/Smith 20 January 29, 2024 Project Number: 20-3028 SCHEDULE III - PSE GAS (NOT GRANT REIMBURSABLE) ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 3235 8-35.5 7 Adjust Existing Gas Valve $7MP4 $ "bo. 0o KSP EACH Case and Cover to Finished Per EA Grade 3250 7-17.5 930 Saw Cut Existing Asphalt $ sa® $ (0 ov * KSP LN FT Concrete Pavement Per LF 3251 8-32.5 310 Gas Main Trench $2/�. $UL'40• Do KSP LN FT Per LF 3252 8-32.5 1 Gas Main Trench Dewatering $10,000 $ 10"000.00 KSP FORCE Per FA ACCOUNT 3253 7 !7.5 1,500 Gravel Borrow Incl. Haul €er $�S°O $ '21 5-00, 00 * 2-03.5 TONS Per TON WSDOT 3254 8-32.5 106 Sand for Pipe Bedding $ �Jyy °O $ 6-72y Op * KSP TONS Per TON The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ O (a/ 51 Q0 10.1% Sales Tax $ 5725. 79 Schedule III Total $ Iq- 79 Mill Creek/761h Ave. S. Culvert Improvement/Smith 21 January 29, 2024 Project Number: 20-3028 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 4005 7-04.5 14 Ductile Iron Class 50 Storm $ I9q 00 $ 197ee 0O KSP LN FT Sewer Pipe,6 Inch Diameter Per LF 4010 7-04.5 35 Ductile Iron Class 50 Storm $ /0O '00 $ 5&40 ,00 KSP LN FT Sewer Pipe,8 Inch Diameter Per LF 4015 7-04.5 1,735 Ductile Iron Class 50 Storm $ /f D/.00 $175; 7S oo KSP LN FT Sewer Pipe, Per LF 12 Inch Diameter 4020 7-04.5 5 Flap Gate $2g00, 00 $ // 5PO pD KSP EACH Per EA 4080 7-05.5 17 Catch Basin, Type 1 $ ?ZO. 00 $�3i 9 0 do KSP EACH Per EA 4085 7-05.5 11 Manhe+e Catch Basin, Type 2 $5H00.Do $3'�/#Qp, op KSP EACH 48 Inch Diameter Per EA 4090 7-05.5 1 P4anha+e Catch Basin, Type 2 $#15A 00 $ Y10 o© KSP EACH 48 Inch Diameter With Oil Per EA Water Separator 4095 7-05.5 2 Man;e;e Catch Basin, Type 2 $7/00. 00 $ 200 00 KSP EACH 54 Inch Diameter with Flow Per EA Restrictor 4110 7-05.5 5 Circular Frame (Ring) and $750. 00 $yZSO. DO KSP EACH Cover, Type 2 Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 22 January 29, 2024 Project Number: 20-3028 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 4111 7-05.5 1 Circular Frame (Ring) and $ 100. 00 $ q00 80 KSP EACH Cover, Type 2, Slip Resistant Per EA 4120 7-05.5 21 Vaned Catch Basin $610,00 $/# 238. Dv KSP EACH Frame and Grate Per EA 4121 7-05.5 4 Bi-Directional Vaned Catch $00.Ob $ Z-112 00 KSP EACH Basin Frame and Grate Per EA 4125 7-05.5 244 Remove 72 Inch Storm Sewer $ F0. 0D $ �9�SZv p0 KSP LN FT Culvert Per LF 4127 7-05.5 97 Remove 76t" Ave S CMP Arch $No100 KSP LN FT Pipe Culvert Per LF 4128 7-05.5 1 Headwall Infill $ 9;�Do0.00 $ . p0 KSP LUMP SUM Per LS 4129 7-05.5 61 Remove Driveway Arch Pipe $/ZZ.60 $ ?�TZ,00 KSP LN FT Culvert Per LF 4130 7-08.5 24 Abandon Existing Storm $q)q. DO $ /0,Z�f oo KSP EACH Sewer Pipe Per EA 4145 2-02.5 22 Remove Existing Catch Basin $`boa. 00 $ 914 oo KSP EACH or Manhole Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 23 January 29, 2024 Project Number: 20-3028 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 4150 2-09.5 2,500 Shoring or Extra Excavation $ (9.0/ $ g�,0° * WSDOT SQ FT Class B Per SF 4170 7-08.5 449 520 Pipe Zone Bedding $ 50, oo,00 KSP TONS Per TON 4180 7-08.5 250 Bank Run Gravel for Trench $ yOO $`j, Z�O. pO * KSP TONS Backfill Per TON ($2.50 Min) 4185 8-15.5 35 Quarry Spalls $—J t• 00 $ 2gFj57-.O° WSDOT TONS Per TON ($2.50 Min) 4187 5-05.5 1 Miscellaneous Storm Sewer $ 5,000 $ �j000. 00 KSP FORCE Repair Per FA ACCOUNT 4190 8-31.5 1 Plug Existing 66 Inch $310D0. pO $ 5&00. 00 KSP LUMP SUM Diameter CMP Storm Pipe Per LS 4300 2-03.5 1,500 Special Borrow Incl. Haul $ �G0 $ 52,5V0, ao KSP TONS Per TON 4310 8-30.5 330 Streambed Sediment $'73. °0 ' $ V4 01D• 00 WSDOT TONS Per TON 4320 8-31.5 1 Temporary Stream Bypass $30,000.0*$ 3,9-0,000. °e KSP LUMP SUM Per LS Mill Creek/7611 Ave. S. Culvert Improvement/Smith 24 January 29, 2024 Project Number: 20-3028 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PPRICE AMOUNT 4330 8-33.5 4 Log Type A $400•pa $ -IM01 00 KSP EA Per EA 4335 8-33.5 25 Log Type B $IZ00.60 $ 30,ODo. ®a KSP EA Per EA 4340 8-33.5 34 Log Type C1 $51'5°o $ KSP EA Per EA 4345 8-33.5 32 Log Type C2 $5W.o° $ ?� 600. °O KSP EA Per EA 4350 8-33.5 92 Earth Anchors $ 500.00 $ ,D00• o0 KSP EA Per EA 4355 8-33.5 40 Pile Anchor $1!/59 O° $�(o, 000. 00 KSP EA Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $ do Mill Creek/761'Ave. S. Culvert Improvement/Smith 25 January 29, 2024 Project Number: 20-3028 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY -PRICE AMOUNT 5005 1-10.5 2,600 Traffic Control Labor $ !4.so $ 11Z' 1g00. Do KSP HOURS Per HR 5007 1-10.5(2) 1,000 Flaggers $-14• ,10 $ w000.00 WSDOT HOURS Per HR 5010 1-10.5(2) 1,200 Construction Signs Class A $11.00 $ �b,�OO. 00 WSDOT SQ FT Per SF 5015 1-10.5 880 Traffic Control Supervisor $q3, op $ g1,Sgo 00 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 15'-00o.°° $ KSP LUMP SUM Devices Per LS 5030 1-10.5 860 Portable Changeable Message $K00 $5-5;00.00 KSP DAYS Sign (PCMS) Per DAY 5040 1-10.5 3 Remove, Salvage and $2boo.no $-7800, 00 KSP EACH Reinstall Business Sign Per EA 5045 8-21.5 1 Raise Existing Business Sign $1100. OD $ f2-0®,o0 KSP EACH Per EA 5060 1-10.5 10 Type III Barricade $3-56.D0 $ 33&0. 00 KSP EACH Roadway and Pedestrian Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 26 January 29, 2024 Project Number: 20-3028 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 5065 1-10.5 2,000 Temporary Barrier $f 1.oo $ 5-go p 0.00 KSP LN FT Per LF 5080 8-23.5 2,000 Temporary Pavement Marking $ 1- O0 $ 2049 00 WSDOT LN FT Short Duration Per LF 5095 8-22.5 565 Painted Curb $ 2• bD $ ��b9. OA KSP LN FT Per LF 5100 8-22.5 1,910 White 4 Inch Paint Stripe $2. 60 $q96�,.00 KSP LN FT Per LF 5102 8-22.5 240 Red 6 Inch Paint Stripe $ 3. 00 $ 7�-70,00 KSP LN FT Per LF 5110 8-22.5 2,150 Profiled Plastic Two Way Left $g,00 Do KSP LN FT Turn Lane Line Per LF 5120 8-22.5 3 Plastic Pedestrian Symbol $S�°b $ 16bs�-.M WSDOT EACH Per EA 5123 8-22.5 1 Access Parking Space Symbol $Z&$.00 $ WSDOT EACH Per EA 5125 8-22.5 8 Plastic Traffic Arrow $450,00 $ yQ, ao WSDOT EACH Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 27 January 29, 2024 Project Number: 20-3028 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 5127 8-22.5 2,180 Plastic Edge Line $bboo $ A080.pv KSP LN FT Per LF 5130 8-22.5 21 Wheel Stop $2.01 o0 $L1? J. 00 WSDOT EACH Per EA 5135 8-21.5 1 Permanent Signing $y-30. ®() $ y3 .vo WSDOT LUMP SUM Per LS 5140 8-22.5 68 White Pavement Letter $o. 00 $ 412100 WSDOT EACH Per EA 5141 8-09.5 2 Detectable Warning Strip $2i!OB.00 $ S3/P, 00 WSDOT EACH Per EA 5150 8-09.5 1.8 Raised Pavement Marker $t�#D. oo $ soo WSDOT HUNDRED Type 2 Per HUND The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule V Total $ 57/1 ��• �� Mill Creek/761h Ave. S. Culvert Improvement/Smith 28 January 29, 2024 Project Number: 20-3028 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 6005 8-20.5 6 Install New Luminaire with $ 101000, a® $ 60,d00. 00 KSP EACH Foundation, Complete Per EA 6006 8-20.5 1 Install New Luminaire on $yd�0D0. 01P$ g010D0, 00 KSP EACH Barrier Per EA 6007 8-20.5 1 Remove and Salvage $3700. 00 $ 5700. Do KSP EACH Luminaire Per EA 6008 8-20.5 1 Install Salvaged Luminaire $yoop. o0 $ g0100. oo KSP EACH with Foundation, Complete Per EA 6010 8-32.5 1,130 Utility Trench Excavation 2 Ft $o • 51, $ g6psoo KSP LN FT Wide, 3 Ft Cover Per LF 6015 8-32.5 167 Sand for Pipe Bedding* $ ". oo $ q'91$1 00 * KSP TON Per TON 6020 7-08.5 340 Bank Run Gravel for Trench $ co $ /5500. 0° * KSP TON Backfill Per TON ($2.50 Min) 6025 8-20.5 1,120 Supply and Install 2 Inch $ 11. 00 $ �� ?JZD,Do KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 6026 8-20.5 2,100 Supply and Install 4 Inch $ 35--Qo $79,S-DO.00 * KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 6027 8-20.5 2,230 Illumination Wire - 6/3 BLACK $ 5. 5-0 $ 1$Ds.00 KSP LN FT STRANDED AL ERSKINE URD Per LF TRIPLEX CABLE Mill Creek/76th Ave. S. Culvert Improvement/Smith 29 January 29, 2024 Project Number: 20-3028 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 6030 8-20.5 -2-5 Junction Box, Type 1 $V 00,019 $ 5c a7, do KSP EACH Per EA 6035 8-20.5 2 Junction Box, Type 8 $ 3&00' 10 $ KSP EACH Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VI Total $ g 7, /'TSB. Do Mill Creek/761h Ave. S. Culvert Improvement/Smith 30 January 29, 2024 Project Number: 20-3028 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 7005 8-01.5(2) 2,040 Filter Fabric Fence $ �- SD $ 00 KSP LN FT Per LF 7010 8-01.5(4) 680 High Visibility Fence $q.Sb $ 3ab0. DO WSDOT LN FT Per LF 7015 8-01.5(2) 31 Inlet Protection $fOS.00 $ ��p8',DO KSP EACH Per EA 7020 8-01.5(2) 600 Straw Mulch $ 7-. Sp $3500. 00 KSP SQ YDS Per SY 7025 8-01.5(2) 100 Clear Plastic Covering $J�.O° $ c�Jp, Do KSP SQ YDS Per SY 7030 8-01.5(2) 240 ESC Lead $15v. 90 $31P,DO0. 00 KSP HOURS Per HR 7040 2-07.5 320 Watering - Dust Control $ 1&7, ov $�7, Fy0. o0 KSP HOURS Per HR 7055 8-01.5(2) 1 Erosion/Water Pollution $20,000 * $�d/4900, d� WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7060 8-01.5(2) 3,800 Erosion Control Blanket $ (• 0O $ WSDOT SQ YDS $ *G e to -a!! bidders Per SY Mill Creek/761h Ave. S. Culvert Improvement/Smith 31 January 29, 2024 Project Number: 20-3028 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 7065 8-01.5(2) 1,240 Wattle $ 2. 5-0 $ 510D, c0 WSDOT LN FT Per LF 7070 8-01.5(2) 2,000 Compost Sock $14 00 $ 2Z, 000,00 WSDOT LN FT Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. In * accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VII Total $ 117o q6o- 00 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 32 January 29, 2024 Project Number: 20-3028 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRINCE AMOUNT 8005 8-02.5 132 Topsoil Type A $ 5- /• 00 $ -7-79?, 00 KSP CU YDS Per CY 8015 8-02.5 3,493 310 Wood Chip Mulch 0 -00 $q9A 00 KSP CU YDS Per CY 8017 8-02.5 11,100 Landscape Fabric and River $,f—- 00 $22,200, p° KSP SQ FT Rock Per SF 8020 8-02.5 1 Miscellaneous Landscaping $5,000 $ BOO, od KSP FORCE Restoration Per FA ACCOUNT *Common price to all bidders 8024 8-03.5 122 Supply and Install 4 Inch $-2 . 0® $ 12770, 00 * KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 8025 8-03.5 1 Existing Irrigation System $5,000 $ 5-z)Q0 p0 KSP FORCE Removal, Repair and/or Per FA ACCOUNT Modification *Common price to all bidders 8030 8-02.5 7 PSIPE Acer Plantanoides $570. oo $3990. 00 KSP EACH "Crimson Sentry" Norway Per EA Maple, 2" Caliper 8035 8-02.5 12 PSIPE Cercidiphyllum $600- 00 $7Z00.00 KSP EACH Japonicum "Hanna's Heart Per EA Katsura", 2" Caliper 8040 8-02.5 751 PSIPE Arctostaphylos Uva-Urs $12,lop $90a2 0o KSP EACH / Kinnikinnick, 1 gallon Per EA Mill Creek/761'Ave. S. Culvert Improvement/Smith 33 January 29, 2024 Project Number: 20-3028 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 8045 8-02.5 1 Remove and Reinstall $g000.D0 $ g000, ov KSP LUMP SUM Landscape Rock Per LS 8080 8-02.5 380 Root Barrier 24-Inch Depth $g.00 $ 30go. 00 KSP LN FT Per LF 8085 8-01.5(2) 0.59 1.50 Seeding, Fertilizing, and $6000. QO $ 9000. °o KSP ACRE Mulching Per AC 8100 8-03.5 1 Temporary Irrigation System $g0,000, $ 1q0,000. QD KSP LUMP SUM Per LS PSIPE Acer Circinatum Vine 8104 8-02.5 9 Maple - 2 Gallon $ 1-7. 00 $ /5-3, 00 WSDOT EACH Per EA 8106 8-02.5 7 PSIPE Hacer Macrophyllum $ �-7. 00 $ WSDOT EACH Bigleaf Maple - 2 Gallon Per EA 8108 8-02.5 13 PSIPE Picea Sitchensis Sitka $/$.D0 $ WSDOT EACH Spruce - 2 Gallon Per EA 8110 8-02.5 15 PSIPE Salix Lucida Pacific $12.60 $ WSDOT EACH Willow, Live Pole Per EA 8112 8-02.5 6 PSIPE Thuja Plicata Western $17. 00 $/02 Do WSDOT EACH Red Cedar - 2 Gallon Per EA 8114 8-02.5 56 PSIPE Cornus Sericea Redtwig $q. D® $ZZ y. Do WSDOT EACH Dogwood - Live Stake Per EA Mill Creek/761h Ave. S. Culvert Improvement/Smith 34 January 29, 2024 Project Number: 20-3028 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 8116 8-02.5 16 PSIPE Corylus Cornuta $J1.00 $ 211 p0 WSDOT EACH Beaked Hazelnut - 1 Gallon Per EA 8118 8-02.5 210 PSIPE Mahonia Aquifolium Tall $ 11. 00 $ 1510. 00 WSDOT EACH Oregon Grape - 1 Gallon Per EA 8120 8-02.5 67 PSIPE Mahonia Repens $ il. 09 $ 13?,00 WSDOT EACH Creeping Mahonia - 1 Gallon Per EA 8122 8-02.5 122 PSIPE Myrica Californica $ It. 00 $15W.00 WSDOT EACH Pacific Wax Myrtle - 1 Gallon Per EA 8124 8-02.5 216 PSIPE Physocarpus Capitatus $ 0- 00 $ 0 WSDOT EACH Pacific Ninebark - 1 Gallon Per EA 8126 8-02.5 189 PSIPE Rosa Pisocarpa $/1, 00 $979, va WSDOT EACH Clustered Wild Rose - 1 Per EA Gallon 8128 8-02.5 209 PSIPE Rubus Parviflorus $ a. 00 $ 2�9�. 00 WSDOT EACH Thimbleberry - 1 Gallon Per EA 8130 8-02.5 214 PSIPE Rubus Spectabilis $ V ,Do $ ".00 WSDOT EACH Salmonberry - 1 Gallon Per EA 8132 8-02.5 10 PSIPE Salix Sitchensis Sitka $q.OD $ qo. Do WSDOT EACH Willow - Live Stake Per EA 8134 8-02.5 20 PSIPE Spiraea Betulifolia $V6.0® $ gp.00 WSDOT EACH Birchleaf Spirea - 1 Gallon Per EA Mill Creek/761'Ave. S. Culvert Improvement/Smith 35 January 29, 2024 Project Number: 20-3028 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 8136 8-02.5 185 PSIPE Symphoricarpos Albus $ j1.00 $ 93S091 WSDOT EACH Snowberry - 1 Gallon Per EA 8138 8-02.5 2,600 PSIPE ]uncus Effusus SSP. $ "l. 00 $ I0I4DO 00 WSDOT EACH Pacificus Pacific Rush - Plug Per EA 8140 8-02.5 1,300 PSIPE Scirpus Fluviatilis River $q, 00 $ 5200. p0 WSDOT EACH Bulrush - Plug Per EA 8142 8-02.5 1,300 PSIPE Carex Obnupta Slough $ q.00 $ S70D. 0o WSDOT EACH Sedge - Plug Per EA 8144 8-02.5 3,000 PSIPE Scirpus Microcarpus $q Qo $ 000. DD WSDOT EACH Small-fruited Bulrush - Plug Per EA 814II Seeding, Fertilizing and i u *S-P ACRE Mulching Per AG 8148 8-02.5 6,730 Fine Compost $ moo $33,410. Do WSDOT SQ YD Per SY 8150 8-02.5 1 Plant Establishment - 1 $15,000 $ Ooo. O0 WSDOT FORCE Year Per FA ACCOUNT The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule VIII Total $ ZZ9,©q&.D0 Mill Creek/761h Ave. S. Culvert Improvement/Smith 36 January 29, 2024 Project Number: 20-3028 SCHEDULE IX - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 22203 BRIDGE. 9000 1- 1 Structure Surveying $%16,06•O0 $ %0,00. 00 05.8(9) LUMP SUM Per LS KSP 22203 BRIDGE: 9005 2-09.5 445 Structure Excavation Class A $��.00 $ � ��S o0 * WSDOT CU YDS Incl. Haul Per CY 9010 2-09.5 1 Shoring or Extra Excavation $"5100.C0 $ S1/o0 On WSDOT LUMP SUM Cl. A Per LS 9015 4-04.5 100 Crushed Surfacing Base $5-1- 00 $ 5100, ,P4 * KSP TON Course Per TON 9020 2-03.5 740 Gravel Borrow Including Haul $ 55--1 $Z gDO 00 * WSDOT TON Per TON 9025 6-02.5 502 Prestressed Conc. Girder (24" $5' Z-00 $ 96706,1.00 * WSDOT LN FT Voided Slab) Per LF 9030 6-02.5 130 Conc. Class 4000 for Bridge $f000, Ail $ 43,q,Oda 00 * WSDOT CU YDS Per CY 9035 6-02.5 65 Conc. Class 4000D for Bridge $ $ 6!�j-LOO, 00 * WSDOT CU YDS Per CY 9040 6-02.5 12,700 St. Reinf. Bar for Bridge $ 1. GO $ ;,70/ 3ZQ, OD * WSDOT LBS PER LB Mill Creek/761h Ave. S. Culvert Improvement/Smith 37 January 29, 2024 Project Number: 20-3028 SCHEDULE IX - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 9045 6-02.5 5,100 Epoxy-Coated Reinf. Bar for $2.00 $ 101,700,00 * WSDOT LBS Bridge Per LB 9050 6-02.5 220 Bridge Approach Slab $5yo, oo $ g,goo, 61D * WSDOT SQ YDS Per SY 9055 6-03.5 1 Utility Support $�' �DDD. $ ��/pOO.Dd KSP LUMP SUM Per LS 9057 6-06.5 186 Bridge Railing Type BP $f;Z,00 $;01692_Dv * WSDOT LN FT Per LF 9060 6-10.5 24-9 186 Single Slope Concrete Barrier $6d I. Dv $ * WSDOT LN FT Per LF 22011 BRIDGE: 9100 2-09.5 655 Structure Excavation Class A $q7• Do $ 3a,78S00 * WSDOT CU YDS Incl. Haul Per CY 9105 2-09.5 1 Shoring or Extra Excavation $ 8700. 00 $ g700, '0d WSDOT LUMP SUM Cl. A Per LS 9110 4-04.5 155 Crushed Surfacing Base #�5-l•oo $l9,os�0o * KSP TON Course Per TON 9115 2-03.5 1,080 Gravel Borrow Including Haul $ 5✓'S00 $5 7,300. D0 * WSDOT TON Per TON Mill Creek/761h Ave. S. Culvert Improvement/Smith 38 January 29, 2024 Project Number: 20-3028 SCHEDULE IX - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 9120 6-02.5 802 Prestressed Conc. Girder (24" $ gZ,60q.Da * WSDOT LN FT Voided Slab) Per LF 9125 6-02.5 200 Conc. Class 4000 for Bridge $1000.p0 $ 90, 000. pD * WSDOT CU YDS Per CY 9130 6-02.5 100 Conc. Class 4000D For Bridge $16M. 0 $ /00 000.DC, * WSDOT CU YDS Per CY 9135 6-02.5 16,100 St Reinf. Bar for Bridge $ 1. 60 $ 2T'7, 6D• * WSDOT LBS Per LB 9140 6-02.5 7,900 Epoxy-Coated Reinf. Bar for $2.00 $l�8D0. PO * WSDOT LBS Bridge Per LB 9145 6-02.5 327 Bridge Approach Slab $ RO.OD $ /7b,5$D.00 * WSDOT SQ YDS Per SY 9150 6-03.5 1 Utility Support $6i'p,$-Da•�$ (P ;`DD, DD KSP LUMP SUM Per LS 9155 6-06.5 2-1-6 164 Bridge Railing Type BP $1Z2.,v $ * WSDOT LN FT Per LF 9160 6-10.5 2-1-6 164 Single Slope Concrete Barrier & $6y/.0 $ 1Q�/2t�160 * WSDOT LN FT Per LF Mill Creek/761h Ave. S. Culvert Improvement/Smith 39 January 29, 2024 Project Number: 20-3028 SCHEDULE IX - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 76th BRIDGE: 9200 2-09.5 915 Structure Excavation Class A $q?.oo $ q 3l DOs no * WSDOT CU YDS Incl. Haul Per CY 9205 2-09.5 1 Shoring or Extra Excavation $ `2"000.10 $ 17,000. 0o WSDOT LUMP SUM Cl. A Per LS 9210 4-04.5 185 Crushed Surfacing Base $ 67.DO $ * KSP TON Course Per TON 9215 2-03.5 1,305 Gravel Borrow Including Haul $?jr.�a $ * WSDOT TON Per TON 9220 6-02.5 305 Conc. Class 4000 for Bridge $//DoO, 00 $ jOS p00.°O * WSDOT CU YDS Per CY 9225 6-02.5 125 Conc. Class 4000D for Bridge $/Q00, to $ /2�7,_oDo.O0 * WSDOT CU YDS Per CY 9230 6-02.5 21,700 Street St. Reinf. Bar for $ 1.6® $ 3q '7�j,Oo WSDOT LBS Bridge Per LB 9235 6-02.5 41,600 Epoxy-Coated Reinf. Bar for $;�. AD, $9?1 zo. 60 * WSDOT LBS Bridge Per LB 9240 6-02.5 507 Bridge Approach Slab $6410,ao $ 27? ' 30 00 * WSDOT SQ YDS Per SY Mill Creek/761h Ave. S. Culvert Improvement/Smith 40 January 29, 2024 Project Number: 20-3028 SCHEDULE IX - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 9245 6-03.5 1 Structural High Strength Steel $00,DDoo ®a $ �j p�Epp.Dd WSDOT LUMP SUM Per LS 9250 6-03.5 1 Utility Support Ml ODD OD $ 851000• D° KSP LUMP SUM Per LS 9255 6-06.5 252 Bridge Railing Type BP $1Z2-,Po $ d�7t�l� 00 * WSDOT LN FT Per LF 9260 6-10.5 � 234 Pedestrian Barrier $537.DO $I7 q56,Go WSDOT LN FT Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IX Total Mill Creek/76th Ave. S. Culvert Improvement/Smith 41 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT WALL 1: 10100 2-09.5 645 Structure Excavation Class A $q?.0d $ 30I3(S oo * WSDOT CU YDS Incl. Haul Per CY 10110 2-09.5 1 Shoring or Extra Excavation $9?00 00 $ 'Poo. ,00 WSDOT LUMP SUM Cl. A Per LS 10120 6-02.5 110 Moment Slab $ �10• 00 $3q, y®0,vo �c KSP LN FT Per LF 10130 6-06.5 110 Bridge Railing Type Chain Link $ 90. 400 $ F900 00 �c WSDOT &Q LN FT Fence Per S-F LF 10140 6-13.5 1,550 Structural Earth Wall $ 7• 0 $-71,0-co. vo �c WSDOT SQ FT Per SF WALL 2: 00 10150 2-09.5 520 Structure Excavation Class A 520 07 $ gq y40. oo * WSDOT CU FT YDS Incl. Haul Gy CY 10200 2-09.5 1 Shoring or Extra Excavation $-7�00.to $ 1400 00 WSDOT LUMP SUM Cl. A Per LS 10210 6-02.5 160 Moment Slab 0/0_ to $ lg916,9O,Oa �c KSP LN FT Per LF 10230 6-06.5 160 Bridge Railing Type Chain Link $ $D. 00 $121 go(), 00 * WSDOT SQ LN FT Fence Per -F LF Mill Creek/761h Ave. S. Culvert Improvement/Smith 42 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 10240 6-13.5 1,820 Structural Earth Wall $ 5-1• DD $ 67219%0,00 �c WSDOT SQ FT Per SF WALL 3: 10300 2-09.5 220 Structure Excavation Class A $q'7. 00 $ �D/3L�0,Do * WSDOT CU YDS Incl. Haul Per CY 10310 2-09.5 1 Shoring or Extra Excavation $Zgsv, 6,0 $ �g�0s 00 WSDOT LUMP SUM Cl. A Per LS 10320 6-02.5 92 Moment Slab $ 310.60 $ 2s, 5ZD, 60 * KSP LN FT Per LF 10330 6-06.5 92 Bridge Railing Type Chain Link $ c?Q•00 $ 7�6'0. 00 �c WSDOT --E�Q LN FT Fence Per-S-F LF 10340 6-13.5 950 Structural Earth Wall $ 57•00 $ tie,qsa 00 �c WSDOT SQ FT Per SF WALL 4: 10400 2-09.5 645 Structural Excavation Class 00 $go,5tS°a * WSDOT CU YDS A Incl. Haul E..~�al! Per CY 10410 2-09.5 1 Shoring or Extra Excavation $99D0. zo $ srva 00 WSDOT LUMP SUM Cl. A Per LS 10420 6-02.5 338 Moment Slab $ 3/a. 40 $Pp 780, DD * KSP LN FT Per LF Mill Creek/76th Ave. S. Culvert Improvement/Smith 43 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 10430 6-06.5 338 Bridge Railing Type Chain Link $ W,OD $27 00,p° �c WSDOT SQ LN FT Fence Per S-F LF 10440 6-13.5 2,740 Structural Earth Wall $ �T 00 $ (3'9,Wo.00 * WSDOT SQ FT Per SF WALL 5: 10500 2-09.5 105 Structure Excavation Class A $ ?. $ * WSDOT CU YDS Incl. Haul Per CY 10510 2-09.5 1 Shoring or Extra Excavation $ZODp. �� $ p, DO WSDOT LUMP SUM Cl. A Per LS 10520 4-04.5 45 Crushed Surfacing Base $ j 1• 190 �c KSP TON Course Per TON 10530 6-02.5 4-5 55 Gravel Backfill for Wall $ G69 v $075-00 �{c WSDOT CU YDS Per CY 10540 6-06.5 60 Bridge Railing Type Chain Link $$D. oo $ My 00 * WSDOT LN FT Fence Per LF 10550 6-11.5 26 Conc. Class 4000 for $ 470o m $ Jlaj 0.Oo �c WSDOT CU YDS Retaining Wall Per CY 10560 6-11.5 5,000 St Reinforced Bar for $ 1 30 $ quo. �c WSDOT LBS Retaining Wall Per LB Mill Creek/76th Ave. S. Culvert Improvement/Smith 44 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT WALL 6: 10600 2-09.5 45 Structure Excavation Class A $ �•0d $ 2�1 o0 * WSDOT CU YDS Incl. Haul Per CY 10610 2-09.5 1 Shoring or Extra Excavation $ boo. 10 $ WSDOT LUMP SUM Cl. A Per LS 10620 6-13.5 150 Structural Earth Wall $5-1• ®D $ •��s0. o0 �c WSDOT SQ FT Per SF WALL 7: 10700 2-09.5 140 Structure Excavation Class A $q7. oo $ 6sp. oo * WSDOT CU YDS Incl. Haul Per CY 10710 2-09.5 1 Shoring or Extra Excavation $2/ld, DD $ WSDOT LUMP SUM Cl. A Per LS 10720 4-04.5 50 Crushed Surfacing Base $J 1•d0 $ 253;70, w * KSP TON Course Per TON 10730 6-02.5 6-5 75 Gravel Backfill for Wall $ gSao $ * WSDOT CU YDS Per CY 10740 6-06.5 68 Bridge Railing Type Chain Link $ 90. D° $ S-yyZ> o0 * WSDOT LN FT Fence Per LF 10750 6-11.5 32 Conc. Class 4000 for $17do, 00 $ * WSDOT CU YDS Retaining Wall Per CY Mill Creek/7611 Ave. S. Culvert Improvement/Smith 45 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 10760 6-11.5 6,300 St Reinforced Bar for $ V• 00 $ `�� '1p,00 �c WSDOT LBS Retaining Wall Per LBS WALL 8: 10800 2-09.5 110 Structure Excavation Class A $ q�-D0 $ 5770. 00 * WSDOT CU YDS Incl. Haul Per CY 10810 2-09.5 1 Shoring or Extra Excavation $ VSDO. 00 $ 15D0. D0 WSDOT LUMP SUM Cl. A Per LS 10820 4-04.5 30 Crushed Surfacing Base $ 6-1-D° $ 100. 00 �G KSP TON Course Per TON 10830 6-02.5 70 Gravel Backfill for Wall $ 05--D0 $ 59S-0- 00 �{c WSDOT CU YDS Per CY 10840 6-11.5 24 Conc. Class 4000 for $V700. 0 sqo, $DD. 00 * WSDOT CU YDS Retaining Wall Per CY 10850 6-11.5 4,500 St. Reinforced Bar for $ /. 90 $,7/0o 00 * WSDOT LBS Retaining Wall Per LBS 10860 6-06.5 40 Bridge Railing Type Chain Link $90. DO $3200.40 * WSDOT LN FT Fence Per LF WALL 9: 10900 2-09.5 75 Structure Excavation Class A $ l7•00 $ 3S25.00 * WSDOT CU YDS Incl. Haul Per CY Mill Creek/76th Ave. S. Culvert Improvement/Smith 46 January 29, 2024 Project Number: 20-3028 SCHEDULE X - RETAINING WALLS ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 10910 2-09.5 1 Shoring or Excavation CI. A $ 110. 00 $ 6170. 60 WSDOT LUMP SUM Per LS 10920 6-13.5 370 Structural Earth Wall $ 57• °D $/0/070. Do * WSDOT SQ FT Per SF The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IX X Total $ itol7i I3D- vo Mill Creek/76`h Ave. S. Culvert Improvement/Smith 47 January 29, 2024 Project Number: 20-3028 SCHEDULE XI - CELLULAR CONCRETE FILL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 11000 6-23.5 1 Cellular Concrete Mobilization $YOWO.Q° $ 04000. 00 KSP LUMP SUM Per LS 11100 6-23.5 2,574 Cellular Concrete Class II 30 $g�v0 $2/8j790. a� KSP CU YDS Pcf Per CY 11200 6-23.5 2,891 Cellular Concrete Class IV 42 $ 7g.°0 $Z5v�1108• 00 KSP CU YDS Pcf Per CY 11400 7-05.5 3 Adjust Existing Sewer $17&0. 00 $ 2Z8o• dv KSP EACH Manhole, Frame and Cover to Per EA Finished Grade Schedule XI Total $ 5SS �7S• Mill Creek/76111 Ave. S. Culvert Improvement/Smith 48 January 29, 2024 Project Number: 20-3028 BID SUMMARY Add sales tax if applicable Schedule I S �33, 196.Z�5 Street Schedule II ,251, 96 Water Schedule III 15-1 10. T9 Sewer Schedule IV �i 0-33) B5-'- o0 Storm Sewer Schedule V F7{, %A ' 0O Traffic Control Schedule VI 2q-7) t740. cc Electrical Schedule VII f 7, 94p$•00 Temporary Erosion &Sedimentation Control Schedule VIII Z2�> ®qb. Roadside Restoration Schedule IX 31 �b� Zug. OD Structures Schedule X ffi �� 0/7, /30, Od Retaining Walls Schedule XI Cellular Concrete Fill TOTAL BID AMOUNT �G3 , 8ZL1, oa Mill Creek/761"Ave. S. Culvert Improvement/Smith 49 January 29, 2024 Project Number: 20-3028 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: -77t/, fit" Project Name: Mill Creek/761" Avenue S. Culvert Improvements Project Number: 20-3028 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: Plumbing Subcontractor Name: —rW6 &7T-Re—Dom U'r-, Electrical Subcontractor Name: M13 Signature of Bidder Date Mill Creek/76th Ave. S. Culvert Improvement/Smith 50 January 3, 2024 Project Number: 20-3028 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: t'0G7nW Project Name: Mill Creek/761h Avenue S. Culvert Improvements Project Number: 20-3028.1 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: ((�On67AMC7704 Rebar Installation Subcontractor Name: ,5j55P M//— 610157U1,77M Signature of Bidder Date Mill Creek/761h Ave. S. Culvert Improvement/Smith 51 January 3, 2024 Project Number: 20-3028 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Mill Creek/761h Ave. S. Culvert Improvement/Smith 52 January 3, 2024 Project Number: 20-3028 If the bidder fails to request a modification within the time allowed or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to b�e,,misleading. / SUBMITTED BY: Ae,-oye �w!57vL[L7'zpyt—,BUG. NAME: aAVld I'I- ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: Z�3• S• 1�G�1 FAX: 2S3• ��l• �0 IZ- STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. ATi1*E29 1.2 If applicable, provide 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. NIA 1.3 Provide your current state unified business identifier number. 1.4 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Mill Creek/761h Ave. S. Culvert Improvement/Smith 53 January 3, 2024 Project Number: 20-3028 Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection.A7W41t-V 1.5 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). :5r—g �t16gF 1.6 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 limited or general jurisdiction< ��&r_ &0 1.7 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. 5r-�5 �K&Rtv 19el 5GT U�T 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?6� 2.2 How many years has your organization been in business under its present business name? (OZ- 2.2.1 Under what other or former names has your organization operated? NIA 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: /962 2.3.2 State of incorporation: It* . 2.3.3 President's name: A9V49A&Z-4 YCT/ 2.3.4 Vice-president's name(s): e#,417 f 09*9XU 2.3.5 Secretary's name:7 rn ��1S 2.3.6 Treasurer's name: 2.4 If your organizatio is a partnership, answer the following: 2.4.1 Date of rganization: til1q� 2.4.2 Type partnership (if applicable): Mill Creek/76"'Ave. S. Culvert Impr vement/Smith 54 January 3, 2024 Project Number: 20-3028 2.4.3 Name(s) of general partner(s):9/A 2.5 If your organiza ' n is individually owned, answer the following: 2.5.1 Date f organization: fv�.�. 2.5.2 Na a of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/ 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally '5M qualified to do busin ss, and indicate license numbers, if applicable. A06#15 V 6U5100S 14605e 3.2 List jurisdictions in which your organization's partnership or trade name is filed. A-WgW S11--v 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. l I (�+ll//&/ �p� }Gv � G171U77�S 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? N D 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?�N� 4.2.3 Has your organization filed any law suits or requested arbitration/ with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has �CT"G,IST completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amo�nt of construction work performed during the past five years. 75--MIULIoAJ` Mill Creek/761h Ave. S. Culvert Improvement/Smith 55 January 3, 2024 Project Number: 20-3028 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 56��A7776#019 4.7 On a separate sheet, list your major equipment. � ArrAe {mod 5. REFERENCES 5.1 Trade References: 47me-kr-D 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 041W14C-0 5.3.2 Name and address of agent: 6. FINANCING _ WIU- Qj2Wirr-"Pal, I&19cl-S7-/F Z-OW 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/761h Ave. S. Culvert Improvement/Smith 56 January 3, 2024 Project Number: 20-3028 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/761h Ave. S. Culvert Improvement/Smith 57 January 3, 2024 Project Number: 20-3028 7. SIGNATURE 7.1 Dated at this 50 day of 1;4r 2024. Name of Organization: �IiTJU� S%7G77Oh—�.�U� By: �--�— Title: 7.2 1;)AVId � itiT� , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed anVswo)refor me s day ofnUl , 2024. LO Notary Public ..�\ss ....OIr My Commission Expires: T/ pTARY '•O� ;t0 .,� � . PS"' F W Mill Creek/761h Ave. S. Culvert Improvement/Smith 58 January 3, 2024 Project Number: 20-3028 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 (January 24, 2024), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). �cnV� �oyl5�tc�I�n..� Bidder's Business Name Signature of Authorized Official* Ovid Printed Name pe i iwer 7 Title 3o Zed �DI 9 6LW 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. Mill Creek/761h Ave. S. Culvert Improvement/Smith 59 January 3, 2024 Project Number: 20-3028 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 (January 24, 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. 46,rnve 005yac,-nm, Bidder's Business Name J Signature of Authorized Official* OAV10 d fCAaTl Printed Name Title 30 7Y-l11&mh lam_ 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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 60 January 3, 2024 Project Number: 20-3028 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 400 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 11 �1, , r 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: V/50 I�V �G7?IC C.ah��JOk- L NAME OF BIDDER Signature of Authorized Representative VAV1241-2 I cF .O�e�Si�u� (Print Name and Title) 5/1D PiVOZ, i�Wlf- Address 7 Garn� Gc� g01#13 Mill Creek/761h Ave. S. Culvert Improvement/Smith 61 January 3, 2024 Project Number: 20-3028 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Active Construction, Inc. , as Principal, and Liberty Mutual Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%)of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Mill Creek/76th Avenue S. Culvert Improvements / Project Number: 20-3028 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 24th DAY OF January 2024. Active Construction, Inc. PRINCIPAL Liberty t I Insurance Company tul SURETY Holli Albers,Attorney-in-Fact 20 Received return of deposit in the sum of $ Mill Creek/761h Ave. S. Culvert Improvement/Smith 62 January 3, 2024 Project Number: 20-3028 This Power of Attorney limits the acis of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual® The Ohio Casualty Insurance Company Certificate No: 8210464-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Aliceon A. Keltner,Alyssa J.Lopez Amber Lyme Reese Amelia G.Burrill Andreae James Carretto Annelies M.Richie Audrey M.Turner,Brandon K.Bush,Brent E.Heitesen, Carley Espiritu Christopher Amos Hayes Christopher Kinyon Cynthia L.Jay Dana Marie Brinkley Inane M.Harding Donald Shanklm,Jr.,E(htard Sims,Eric A. Zimmerman Holli Albers Jacob T.Haddock,James B.Binder Jame L.Marques Julie R.Truitt Justin Dean Price Kan Michelle Motley,Katharine J.Snider, Lindsey Elaine Jorgensen Lois F.Weathers Michael Mansfield Misti M Webb Sara Sophie Sellm Sarah Whitaker,Tamara A.Rrngeisen all of the city of Tacoma state of WA each Individually if there be more than one named,Its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 20th day of July 2023 . Liberty Mutual Insurance Company P4 1NSURq P��Y INSV iNSu,Q The Ohio Casualty Insurance Company �J �oRPONvr !p hJ 4oRkpop,r�y �VPo°aPORgTF�'p West American insurance Company 1912 0 0 1919 0 7 1991 0 �///////� r 9 ,�y 3 y 1 .�" ° 4 y a) O SSA cHus�,da &AMPS 'C C) By Co David M.Carey,Assistant Secretary c 5 M State of PENNSYLVANIA ss — E -3 County of MONTGOMERY On this 20th day of Jul 2023 before me personally appeared David M.Care who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance f0 aa) 4— Y Y P Y PP Y, 9 ry iE 72 o m Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes Z— a? therein contained by signing on behalf of the corporations by himself as a duly authorized officer. > — IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. 0 N c— QO fa gyp, PAST 2 02 kr �pNyyF F� Commonwealth of Pennsylvania-Notary Seal ��°e4 9<a ! Teresa Pastella,Notary Public N rTS 60 ti^ 5 'P Montgomery County O E 00 OF My commission expires March 28,2025 By: fL4U-,1J /amu C (p �Q Commission number 1126044 Q 0 ti N5YLi \� Member,Pennsylvania Association of Notaries Teresa Pastella,Notary Public � 8v o� c' d- CJ This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual o N E,ZfInsurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: co W ARTICLE IV—OFFICERS:Section 12 Power of Attorney. `o 6 Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the c— = a C.) President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety Co > any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in fact,subject to the limitations set forth in their respective powers of attorney, shall o ca o have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed, such o a) Z U instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the m provisions of this article may be revoked at an time b the Board,the Chairman,the President or the officer or officers granting such power or authority- 2 P Y Y Y Y 9 9 P Y- ti n ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed- I, Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies;is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 24th day of January , 2024 P� 1NSu Poo INS& � 1NSU/ta jCIO fir 'tCV yJ G°r POST q2 eGP G°pao�r��yo) .�' ob to ? 2 FO Ci tr 3 Rd Yn g 19120 0 1919 m 1991 0 - ram•. y�y �` a , �p By, ,it 4cHus as 4 MP�AM da �� Nalaaa daRenee 0,Liewel yn,Assistant ecretary LMS•12873 LMIC OCIC WAl4 Multi Ca 02121 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Mill Creek/761h Avenue S. Culvert Improvements Project Number: 20-3028 NAME OF PROJECT NAME OF BIDDER'S FIRM ----' d�V/D &fGf�N7`/ > 4*'F-5lnEnT SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Mill Creek/761h Ave. S. Culvert Improvement/Smith 63 January 3, 2024 Project Number: 20-3028 This chance order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: (Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:fInsert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: (Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Mill Creek/761h Ave. S. Culvert Improvement/Smith 64 January 3, 2024 Project Number: 20-3028 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (t) for this Change Order working days Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: BY: (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) ovk Kent Law Department Mill Creek/7611 Ave. S. Culvert Improvement/Smith 65 January 3, 2024 Project Number: 20-3028 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 ....................Pt Orderof Contents................................................................................0 Invitationto Bid...................................................................................0 Contractor Compliance Statement........................................................ Date............................................................................................ Have/have not participated acknowledgment.............................R Signature and address ................................................................0 Declaration - City of Kent Non-Discrimination Policy...........................El Dateand signature .....................................................................0 Administrative Policy ...........................................................................IN Proposal...............................................................................................lA First line of proposal - filled in ...................................................9 Unit prices are correct ................................................................25 Bid the same unit price for asterisk (*) bid items......................., Minimum bid prices are correct...................................................Eff Subcontractor List (contracts over $1M - HVAC, Plumbing, & Electrical)............® Subcontractors listed properly....................................................a Signature.................................................................................... El Subcontractor List (contracts over $1M — Structural Steel & Rebar Installation)-29 Subcontractors listed properly....................................................6 Dateand signature ......................................................................6 Contractor's Qualification Statement ...................................................n Completeand notarized ..............................................................® Statement that Bidder Has Not Been Disqualified .................................6 Certification of Compliance with Wage Payment Statutes....................)$ Proposal Signature Page......................................................................0 All Addenda acknowledged ......................................................... El Date, signature and address ....................................................... BidBond Form ..................................................................................... Signature, sealed and dated........................................................0 Powerof Attorney........................................................................ig (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form................................................................. 91 Signature.................................................................................... Change Order Form (Example).............................................................� Bidder's Checklist ................................................................................� The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. Mill Creek/76th Ave. S. Culvert Improvement/Smith 66 January 3, 2024 Project Number: 20-3028 The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Mill Creek/761h Ave. S. Culvert Improvement/Smith 67 January 3, 2024 Project Number: 20-3028 i Department of Labor and Industries PO Box 44450 ACTIVE CONSTRUCTION INC � Olympia,WA 98504-4450 Reg: CC ACTIVC1164JL UBBI: 273-001-533 Registered as provided by Law as: Construction Contractor (CC01)-GENERAL 193 ACTIVE CONSTRUCTION INC Effective Date: 4/13/1984 PO BOX 430 Expiration Date: 11/7/2025 PUYALLUP WA 98371 i t p� S i i s! i i i M �i 1 E i i BUSINESS NCENSF lRd9 STATE OF Issue Date: Jan 12, 2024 WASHINGTON Profit Corporation Unified Business ID#: 273001533 Business ID#: 001 Location: 0001 ACTIVE CONSTRUCTION, INC. Expires: Jun 30, 2024 5110 RIVER RD E TACOMA WA 98443-2638 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE MINOR WORK PERMIT (EXPIRES 12/31/2024)- TAX REGISTRATION -ACTIVE j ACTIVE i i CITY/COUNTY ENDORSEMENTS: EAST WENATCHEE GENERAL BUSINESS - NON-RESIDENT-ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT#2006506 (EXPIRES 12/31/2024)-ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024) -ACTIVE YELM GENERAL BUSINESS - NON-RESIDENT#11498 (EXPIRES 12/31/2024)-ACTIVE SHELTON GENERAL BUSINESS - NON-RESIDENT#0060410 (EXPIRES 12/31/2024)-ACTIVE CARNATION GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE EATONVILLE GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE GIG HARBOR GENERAL BUSINESS - NON-RESIDENT#14 (EXPIRES 12/31/2024)-ACTIVE ISSAQUAH GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024) -ACTIVE LACEY GENERAL BUSINESS- NON-RESIDENT#8076 (EXPIRES 12/31/2024)-ACTIVE MAPLE VALLEY GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE OLYMPIA GENERAL BUSINESS - NON-RESIDENT#1876 (EXPIRES 12/31/2024)-ACTIVE PORT ORCHARD GENERAL BUSINESS - NON-RESIDENT#13009655 (EXPIRES 12/31/2024)-ACTIVE PORT TOWNSEND GENERAL BUSINESS- NON-RESIDENT#014739 -ACTIVE POULSBO GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024) -ACTIVE i I . { This document lists the registrations, endorsements, and licenses authorized for the business named above.By acceptingthis document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will he j conducted in compliance with all applicable Washington state,county,and city regulations. ))ie( tnu"rd'If Re%(-nue 4 l's STATE OF WASHINGTON UBI: 273001533 001 0001 Expires: Jun 30, 2024 ACTIVE CONSTRUCTION, INC. UNEMPLOYMENT INSURANCE- 5110 RIVER RD E ACTIVE TACOMA WA 98443-2638 INDUSTRIAL INSURANCE-ACTIVE MINOR WORK PERMIT(EXPIRES 12/31/2024)-ACTIVE TAX REGISTRATION-ACTIVE EAST WENATCHEE GENERAL BUSINESS-NON-RESIDENT- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2006506(EXPIRES 12/31/2024)-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT(EXPIRES 12/31/2024)-ACTIVE BUSINESS LICENSE j STATE OF Issue Date: Jan 12, 2024 \VASt INGTON Profit Corporation Unified Business ID#: 273001533 j Business ID #: 001 Location: 0001 ACTIVE CONSTRUCTION, INC. Expires: Jun 30, 2024 5110 RIVER RD E TACOMA WA 98443-2638 I CITY/COUNTY ENDORSEMENTS: RUSTON GENERAL BUSINESS- NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE SUMNER GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE TUMWATER GENERAL BUSINESS - NON-RESIDENT#R-003088 (EXPIRES 12/31/2024)-ACTIVE ORTING GENERAL BUSINESS - NON-RESIDENT#18053 (EXPIRES 12/31/2024)-ACTIVE TUKWILA GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE SEATAC GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE MERCER ISLAND GENERAL BUSINESS - NON-RESIDENT#221057 (EXPIRES 12/31/2024)-ACTIVE FEDERAL WAY GENERAL BUSINESS - NON-RESIDENT#17-101998-00-BL (EXPIRES 12/31/2024)-ACTIVE CLE ELUM GENERAL BUSINESS- NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE STEILACOOM GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE YAKIMA GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024)-ACTIVE { BURIEN GENERAL BUSINESS- NON-RESIDENT#02107 (EXPIRES 12/31/2024)-ACTIVE REDMOND GENERAL BUSINESS - NON-RESIDENT#RED95-000024 (EXPIRES 12/31/2024)-ACTIVE BREMERTON GENERAL BUSINESS - NON-RESIDENT#34028 (EXPIRES 12/31/2024) -ACTIVE L ROSLYN GENERAL BUSINESS - NON-RESIDENT (EXPIRES 7/31/2024)-ACTIVE PACIFIC GENERAL BUSINESS - NON-RESIDENT (EXPIRES 10/31/2024) -ACTIVE AUBURN GENERAL BUSINESS- NON-RESIDENT#BUS-27200 (EXPIRES 12/31/2024)-ACTIVE FRANKLIN COUNTY GENERAL BUSINESS - NON-RESIDENT#4169 (EXPIRES 12/31/2024)-ACTIVE 1 SNOQUALMIE GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024) -ACTIVE i i I This document lists the registrations, endorsements, and licenses authorized for the business this document,the licensee certifies the information on the application named above.By accepting teas complete,true,and accurate to the best of his or her knotviedge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. I)6 lor,ttepartnunt A Re%,"lliv STATE OF WASHINGTON UBI: 273001533 001 0001 Expires: Jun 30, 2024 ACTIVE CONSTRUCTION, INC. UNEMPLOYMENT INSURANCE- 5110 RIVER RD E ACTIVE TACOMA WA 98443-2638 INDUSTRIAL INSURANCE-ACTIVE MINOR WORK PERMIT(EXPIRES 12/31/2024)-ACTIVE TAX REGISTRATION-ACTIVE EAST WENATCHEE GENERAL BUSINESS-NON-RESIDENT- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2006506(EXPIRES 12/31/2024)-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT(EXPIRES 12/31/2024)-ACTIVE ACT1N,'E CONSTRUCTION ACIINC. CREDIT INFORMATION .Active Construction, Inc. Owner,President: David Ceccanti 5110 River Road Last Tacoma, N'VA. 98443 Owner: Rosemarie Garnis P.O.Box 430 Owner: Ryan Heathers Puyallup. WA. 98371 Telephone: (251)248-1091 Fax: (253)248-1092 Incorporated in the State of% ashington and doing business since 1962 Specializing in Underground utilities and Site Preparation Work Contractor's Registration Number: AC-TI-VC-1-164J1L Federal Tax Identification Number: 91-0839781 State of Washington Unified Business Identifier: C:273 001 533 2 (Department of Revenue Registration Nuntl)er) TRADE CREDIT REFERENCES: CONTACT: H. D. Fowler Co. Aect No: 50-1150000 Jenny Milano P.O.Box 160, Bellevue. NVA 98005 Phone(425)746-8400 Fax (425)641-8885 Lakeside Industries Inc. Acct No.004746 A/R Dept. P.O.Box 7016, Issaquah, WA 98027 Phone(425)313-2600 Fax (425)313-2620 NC Machinery Company- Aect No:0073000 Kathie P.O. Box 58201.Tukwilla.WA. 98138 Phone: 1.425)251-5800 Fax (425)251-5886 Shope Concrete Products Ace( No: 1015 I618 E.Main, Puyallup, t1 A 98372 Phone: (253)848-1551 Fax (253)845-0292 BANKING REFERENCE. 1301 A Street,P.O.Box 21%,Tacoma,WA 9840 1-2 1 56: Contact: Mike Hiller,Sr.Vice President Phone:(253)305-1907 Fax: (253)272-2854 BONDING COMPANY: Liberty Mutual Surety 2200 Renaissance Blvd. Suite 400.King of Prussia. PA 19400 (610)832-8240 INSURANCE& BONDING; AGENT Propel Insurance 1201 Pacific Ave#1000.Tacoma. WA 98402 (253)759-2200 Contact:Brent Heilesen PO BOX 430 PUYALLL P,NN A 98371 PHONE(253)248-1091 FAX(253)248-1092 »ta��.activeconstructian�c�ui ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 10-001 2011 Mullen Road Extension City of Lacey Roger Schoessel (360)438-2639 $ 2,755,519.00 10-003 2011 Harrison Avenue Improvements City of Olympia Jim Rioux/Fran Eide (360)753-8484 $ 5,513,734.94 10-016 2011 Skokomish Alternate Access Road Skokomish Tribe Dave Nichols (360)426-4232 $ 1,899,487.74 10-018 2011 Westbound Britton Parkway City of Lacey Roger Schoessel (360)438-2639 $ 624,692.85 11-001 2012 lHenderson Blvd Sanitary Sewer&Water Main Realignment City of Olympia Jim Rioux (360)753-8484 $ 1,346,423.94 11-006 2013 Carpenter Road Reconstruction City of Lacey Dale Mix (360)438-2639 $ 9,024,507.73 11-006 2013 Cushman Trail Culvert Repair City of Gig Harbor Maureen Whitaker 253-853-7618 $ 49,000.00 11-009 2012 Warren Creek Pierce County Helmut Schmidt (253)798-2728 $ 1,085,705.60 11-014 2012 Neadham Road Setback Levee Pierce County Ingo Kuchta (253)798-6165 $ 568,807.35 12-004 2012 VIC 1-5 Puyallup River Bridge-Sidewalk Ramps WSDOT Dennis Steinberg (253)365-6730 $ 519,146.26 12-006 2013 18th Ave Half Street Improvements City of Olympia Jim Rioux (360)753-8484 $ 3,006,361.33 12-007 2013 56th St.NW/Pt.Fosdick Dr NW Street Improvements City of Gig Harbor Marcos McGraw (253)851-6170 $ 2,454,497.20 12-008 2013 70th Ave.E.Phase 2 City of Fife Ken Gill (253)922-9315 $ 8,003,125.61 12-017 2013 Capitol Way Overlay Improvements City of Olympia Brett Bures (360)753-8568 $ 226,850.24 12-020 2013 Puyallup River Floodplain Restoration at Fennel Creek Pierce County At Zehni (253)798-2725 $ 214,275.75 12-024 2013 62nd Ave E Sidewalk and Sheffield Trail and 20th St E Crosswalk City of Fife Russ Blount (253)922-2489 $ 468,940.65 12-028 2013 West Lake Sammamish Parkway Phase 1 1-90 Roundabout to SE 34th St City of Bellevue Carl Haslam (425)452-4170 $ 6,560,548.46 13-002 2013 NB SR 167 to NB 1-405 Major Drainage Repair WSDOT Broch Bender (206)440-4699 $ 419,206.01 13-010 2013 Wilkeson Creek Access Road Puyallup Tribe Andrew Strobel (253)573-7879 $ 434,423.23 13-011 2013 Orville Road Engineered Log Jam Setback Revetment Pierce County At Zehni (253)798-2725 $ 788,825.53 13-015 2014 SR7 Muck Cr Trib-Nisq Riv Remove Barrier WSDOT Mark Carson (360)570-6761 $ 1,103,022.10 13-017 2014 Larchmont Wetland Reserve Pierce County Al Zehni (253)798-2725 $ 653,314.39 13-020 2014 Taxiway C&North Taxiway W Rehab&Terminal Entrance Widening Port of Olympia Bill Helbig (360)528-8022 $ 2,069,196.55 13-022 2014 jReservation Road Reconstruction Skokomish Tribe Dave Nichols (360)426-4232 $ 939,088.15 13-029 2014 Chehalis Western Trail Phase 3 Thurston County Matt Unzelman (360)867-2300 $ 2,732,360.14 14-004 2017 Middle Fork Snoqualmie River Road US DOT Craig Sanders (360)619-7700 $ 21,454,696.00 14-007 2014 Boulevard Rd&22nd Ave City of Olympia Rolland Ireland (360)753-8721 $ 2,481,952.96 14-011 2017 Upper Clear Creek Mitigation Site Port of Tacoma Dave Myers (253)428-8612 $ 5,415,690.47 14-012 2014 Delphi Road Safety Improvements Thurston County Matt Unzelman (360)867-2300 $ 1,042,109.07 14-013 2015 Chambers Lake Stormwater Treament Facility City of Lacey Roger Schoessel (360)438-2639 $ 2,116,312.11 14-014 2015 Isaimon Creek Bridge L-4 Replacement Thurston County Matt Unzelman (360)867-2300 $ 1,431,682.14 14-019 2016 Tacoma Pedestrian Crossing Improvement City of Tacoma Mark D'Andrea (253)591-5500 $ 2,523,400.00 14-024 2015 Golf Club Road Extension City of Lacey Roger Schoessel (360)438-2639 $ 599,599.00 15-003 2015 Capitol Blvd-M Street City of Tumwater John Norman (360)754-5855 $ 1,747,742.90 15-004 2015 Neadham Road In-Stream ELJ Mitigation Project Pierce County Ingo Kuchta (253)798-6165 $ 265,118.00 15-007 2016 Willamette Drive NE&31st Ave Improvements City of Lacey Roger Schoessel (360)438-2639 $ 1,522,533.93 15-008 2015 Fennel Creek Property Restoration Phase 2/1408-124 Pierce County Helmut Schmidt (253)798-2728 $ 527,710.56 Active Construction,Inc.Confidential Updated:12/12/2023 Page 1 of 6 ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 16-003 2016 Firwood Condos Stormwater System&Wapato Creek House Removal City of Fife Ken Gill (253)922-9315 $ 424,259.90 16-M 2016 WARC Access Road Thurston County Matt Unzelman (360)867-2300 $ 916,456.88 16-005 2016 216th Ave SE Roadway Improvements SE 272nd(SR 516)to SE 283rd St City of Maple Valley Kim Scattarella (425)413-8800 $ 1,963,562.15 16-007 2016 Manchester Stormwater Retrofit and Traffic Improvements-Phase 3 Kitsap County Steve Nichols (360)337-5777 $ 1,212,212.00 16-008 2017 Tumwater Blvd/1-5 SB Ramp Improvements Project City of Tumwater John Norman (360)754-5855 $ 991,409.95 16-013 2017 Park Avenue South-125th Street South to Garfield Street South Pierce County Henry Gertje (253)798-7250 $ 650,650.00 16-014 2017 Cleanwater Centre Site Work Port of Olympia Tyson Carpenter (360)528-8000 $ 2,167,09924 16-018 2017 Tilley Road Curve Culvert Replacement Thurston County Matt Unzelman (360)867-2300 $ 434,756.39 16-020 2017 Tyee Drive Extension/Israel Road Improvements Project City of Tumwater John Norman (360)754-5855 $ 3,354,711.99 16-021 2017 SR 302-1.15 Miles S of E Victor Road Major Drainage WSDOT Robert Christopher (360)705-7337 $ 422,422.00 16-023 2016 Emergency Vehicle Operations Course(EVOC) Dept of Enterprise Services Doug McCudden (360)407-9302 $ 2,064,974.00 E&AS 16-026 2017 Kirsop Road Maintenance Project City of Tumwater John Norman (360)754-5855 $ 167,072.00 16-029 2017 Capitol Blvd&U Street Pedestrian Improvements City of Tumwater John Norman (360)754-5855 $ 137,137.00 16-030 2018 East Lake Sammamish Master Plan Trail South-Segment A King County Gina Auld (206)477-4552 $ 4,489,832.49 17-001 2018 Fairwood West HOA Pipe Replacement King County Gina Auld (206)477-4552 $ 785,785.00 17-002 2018 178th Avenue E&184th Street Intersection Pierce County Greg Hess (253)798-4233 $ 1,706,337.47 17-007 2019 40th-42nd Avenue South-Phase 3 City of Tukwila Cindy Knighton (206)431-2450 $ 11,103,565.00 17-008 2017 1st Street SW Improvements City of Yelm Maryanne Zukowski (360)458-8499 $ 318,318.00 17-009 2017 21st Avenue Pedestrian Improvements City of Federal Way Christine Mullen (253)835-2723 $ 685,685.00 17-010 2018 Washington Ave.Two Way Left Turn Lane Improvements City of Orting (360)893-2219 $ 1,344,808.89 17-012 2017 Runway Safety Improvements Vashon Island King County Airport Bryan Condon-Engineer (503)419-2130 $ 505,043.93 17-013 2017 M Street SE Improvements City of Auburn Matthew Larson (253)931-3000 $ 1,583,397.89 17-014 2017 Cloquallum Road MP 5.85 to 6.60 Mason County Sarah Grice (360)427-9670 $ 2,123,123.00 17-015 2018 Bridge#28183-A Replacement 8th Ave E North Fork Muck Creek Pierce County Henry Gertje (253)798-7250 $ 1,418,750.00 17-016 2018 Rich Road SE Phase 2 Thurston County Matt Unzelman (360)867-2300 $ 1,848,848.00 17-019 2019 Tremont Street Widening City of Port Orchard Mike Pleasants (360)876-4407 $ 14,667,509.00 17-024 2018 Boulevard Road and Morse-Merryman Roundabout City of Olympia Rolland Ireland (360)753-8721 $ 3,336,041.00 17-025 2018 Orville Road Engineered Log Jam Setback Revetment Phase 2 Pierce County AI Zehni (253)798-2725 $ 1,251,545.00 17-028 2018 70th Avenue Sewer and Water Extension City of Tumwater John Norman (360)754-5855 $ 986,791.00 17-032 2018 j66th Avenue Improvements City of Fife Ken Gill (253)922-9315 $ 3,040,502.00 18-002 2018 18th Street E&54th Ave E Culvert City of Fife Ken Gill (253)922-9315 $ 1,161,982.83 18-004 2018 East 25th Street Improvements City of Tacoma Diane Sheesley $ 662,000.00 18-006 2018 Lower Coal Creek Flood Hazard Reduction City of Bellevue Debbie Harris (425)452-4367 $ 2,528,000.00 18-009 2019 22nd Avenue and 152nd Street Intersection Pierce County Greg Hess (253)798-4233 $ 2,340,000.00 18-010 2018 Ball Creek Flood Plain Revetment Pierce County Al Zehm (253)798-2725 $ 576,000.00 18-011 2019 EVOC Skid Pan Repair-WA State Patrol Training Course E&pAts f Enterprise Services Doug McCudden (360)407-9302 $ 1,250,000.00 18-014 1 2018 lClarks Creek Channel Stabilization City of Puyallup Paul Marrinan (253)841-5498 $ 2,925,542.81 Active Construction,Inc.Confidential Updated:12/12/2023 Page 2 of 6 ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 18-017 2018 Desoto Street Stabilization and Rehabilitation City of Tumwater John Norman (360)754-5855 $ 1,560,560.00 18-018 2019 Capitol Blvd Israel Rd to 73rd Ave City of Tumwater John Norman (360)754-5855 $ 2,213,213.00 18-020 2018 Reservation Road Sidewalk SkokomishTribe Dave Nichols (360)426-4232 $ 336,336.00 18-023 2019 Military Road S&S 298th St.Compact Roundabout City of Federal Way Christine Mullen (253)835-2723 $ 742,742.00 18-026 2019 Capitol Campus Utility Renewal Dept s f Enterprise Services Hamed Khalili (360)407-7979 $ 810,000.00 18-033 2019 SR510 Meridian Rd SE Roundabout and Paving WSDOT Brian Whitehouse (360)570-6786 $ 2,484,484.00 19-001 2020 62nd Avenue NW&144th St NW Intersection Pierce County Greg Hess (253)798-7250 $ 2,376,376.00 19-003 2019 McKnight Middle School Field Improvements Renton School Dist Stewart Shusterman (425)204-4403 $ 1,793,793.00 19-005 2019 Lebanon Street Extension City of Lacey Aubrey Collier (360)438-2639 $ 613,613.00 19-007 2019 Steilacoom Blvd SW Improvements Town of Steilacoom Mark Burlingame (253)581-1912 $ 2,942,942.00 19-008 2019 55th Ave S at Bingamon Creek Culvert Replacement King County Mark Hoge (206)263-9325 $ 1,309,309.00 19-010 2020 College Street and 22nd Ave Roundabout City of Lacey Aubrey Collier (360)438-2639 $ 5,920,920.00 19-011 2019 Lower Coal Creek Flood Hazard Reduction-Group 3 City of Bellevue Jim Stockwell (425)452-4868 $ 2,920,820.00 19-014 2019 SR520 80th Ave to 108th WSDOT Evelyn Pao (425)495-1577 $ 1,177,177.00 19-015 2019 150th Newport Way Roadway Improvements City of Bellevue Jun Suk An (425)452-4230 $ 2,709,933.00 19-016 2019 SWM Drainage&Traffic Safety Improvements City of Tacoma Lisa Oestreich (253)594-7871 $ 1,476,476.00 19-017 2020 College Street and Yelm Super T Pavement Rehabilitation City of Lacey Aubrey Collier (360)438-2639 $ 4,142,142.00 19-019 2019 Westside Highway SW Roadway Repair King County Mark Hoge (206)263-9325 $ 414,414.00 19-020 2020 Park Street Roundabout City of North Bend Tom Mohr (425)888-7653 $ 2,154,154.00 19-021 2019 Highway Safety Improvement Program Phase 2 Lewis County Malcolm Bowie (360)740-1175 $ 893,893.00 19-022 2019 Orville Rd ELJ Setback Revertment Ph 2B Pierce County Surface Water David Davis (253)798-6157 $ 1,063,550.50 19-023 2019 Lakemont Blvd SE Repairs&164th Ave SE and SE City of Bellevue Dale Lydin (425)452-4170 $ 1,532,532.00 19-027 2019 SE Kent-Kangley Road/242nd Avenue SE Intersection Improvements City of Maple Valley Terry Wright (425)413-8800 $ 766,766.00 19-028 2019 Hosmer Holding Basin Maintenance City of Tacoma Steve Hoffman (253)502-2225 $ 1,148,153.36 19-029 2020 jsanderson Field Runway Pavement Overlay Construction Port of Shelton Wendy Smith (360)426-1151 $ 2,838,783.00 19-035 2020 Log Yard Rd And SR 3 Roundabout Construction Mason Transit Authority Danette Brannin (360)432-5750 $ 2,422,172.00 19-037 2021 Mullen Road-Lacey City Limits to Carpenter Road Thurston County Matt Unzelman (360)867-2300 $ 9,467,467.00 19-041 2020 100th Ave NE and NE 10th St Roundabout City of Bellevue Jun Suk An (425)452-4230 $ 1,245,245.00 19-042 2020 SE Newport Way Somerset Blvd to 150th Ave SE City of Bellevue Paul Krawczyk (425)452-7905 $ 7,280,625.00 19-045 2020 South Dash Point Road Improvements City of Federal Way Christine Mullen (253)835-2723 $ 1,159,159.00 20-002 2020 Orting-Kapowsin E-Orville Rd E to 264th St E Pierce County Arnie Shepard (253)798-7250 $ 1,305,305.00 20-009 2020 Onyx Drive Roadway Improvements City of Lakewood Eric Swanstrom (253)983-7795 $ 3,955,955.00 20-010 2020 South Prairie Floodplain and Off-Channel Restoration Project SPSSEG Kristin Williamson (360)561-1715 $ 2,244,696.26 20-011 2020 Big Rock State Park Site B Ph.1 Improv. City of Sammamish Monica Thompson (425)295-0500 $ 2,566,334.88 20-014 2021 Willis Street and 4th Avenue S Roundabout City of Kent Tim Laporte (253)856-5508 1$ 4,759,759.00 20-016 2021 Cirque Drive West Phase 3 Roadway Improvements City of University Place Jack Ecklund (253)460-5411 $ 2,058,058.00 20-019 2021 Kitsap Lake Elementary Safe Routes to School City of Bremerton Andrea Archer-Parsons (360)473-5323 $ 2,281,183.00 20-021 2021 jCiWwide NHS Resurfacing City of Tumwater Brandon Hicks (360)754-4140 $ 3,894,894.00 Active Construction,Inc.Confidential Updated:12/12/2023 Page 3 of 6 ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 20-024 IN PROGRESS Johnson Parkway&SR 305 Roundabout,N011 Corridor-South Segment City of Poulsbo Josh Ranes (360)394-9882 $ 15,323,323.00 20-026 2021 Orville Road Engineered Log Jam Setback Revetment Phase 2C Pierce County Surface Water David Davis (253)79"157 $ 1,259,259.00 20-028 2021 Edgewood Community Park City of Edgewood Jeremy Metzler (253)952-3299 $ 3,295,425.00 20-031 2022 Mountains to Sound Greenway Trail Phase 2 City of Bellevue Dale Lydin (425)452-4170 $ 7,570,570.00 20-032 2021 US 101,Morse Creek Vicinity Safety Improvements WSDOT Dan MCKeman (360)565-0620 $ 2,069,069.00 21-001 2021 Huge Creek Culvert Replacement Pierce County Surface Water All Zehni (253)798-4228 $ 945,377.00 21-002 2021 Kitsap Way Culvert Replacement City of Bremerton Gunnar Fridriksson (360)473-5758 $ 1,725,725.00 21-003 2021 Maury Island Open Space Remediation King County Mark Hoge (206)263-9325 $ 1,250,145.00 21-004 2021 Lake Washington Loop Trail City of Renton Hebe Bernardo (425)430-7200 $ 1,709,709.00 21-005 2021 Stowell Road MP 0.57 Bridge Scour Repair Lewis County (360)740-2671 $ 320,320.00 21-007 2021 Capitol City Golf Course WWW Improvements City of Lacey Aubrey Collier (360)438-2639 $ 7,724,291.00 21-009 2021 Sidney Ave Sewer Repair City of Port Orchard Chris Hammer (360)876-4407 $ 358,358.00 21-011 2021 112th Ave NE Corridor Improvements City of Bellevue Mike Rodni (425)452-4870 $ 2,469,469.00 21-012 2021 Upper Nisqually River Levee Revetment Retrofit Pierce County Surface Water Ingo Kutchta (253)798-6165 $ 2,822,822.00 21-013 2023 Oyster Bay Beach Sewer Upgrade City of Bremerton Bill Davis (360)473-2312 $ 6,237,237.00 21-014 2021 North 53rd Street Improvements-Pearl to Bennett City of Ruston (253)759-3544 $ 577,577.00 21-017 2022 Dupont-Steilacoom Road Improvements City of Dupont Gus Lim (253)964-8121 $ 3,479,479.00 21-018 2022 Vail Road SE Improvements Phase 2 Thurston County Marcus Storvick (360)867-2292 $ 1,960,960.00 21-021 2022 S 277th Bridge No.3126 Replacement King County Victor Daggs (206)423-1063 $ 1,477,477.00 21-023 2023 Coal Creek Bridge No.3035A King County Victor Daggs (206)423-1063 $ 2,985,985.00 21-024 2023 130th Ave NE Station Area Park and Ride City of Bellevue Gregory Lucas (425)4524870 $ 4,400,400.00 21-025 2022 Kitsap Way(SR310)and Warren Avenue(SR303)Traffic Signal and Multimo City of Bremerton Bill Davis (360)473-2312 $ 2,488,573.00 21-027 2022 Harborview Drive and Stinson Ave Intersection(City of Gig Harbor) City of Gig Harbor Aaron Hulst (253)853-7620 $ 2,168,441.18 21.030 2023 Revitalizing Tacoma's Brewery District City of Tacoma Toney Mathison (253)591-5519 $ 6,605,605.00 21-036 2022 Orville Road Engineering Logjam Revetment Phase 2B Year 2 Pierce County Surface Water David Davis (253)798-6157 $ 2,124,124.00 21-038 2022 j Harrison Avenue Improvements City of Centralia Patty Page (360)330-7512 $ 1,469,469.00 21-039 2023 NE Spring Blvd-130th Ave NE to 132nd Ave NE City of Bellevue Greg Lucas (425)452-4550 $ 6,161,161.00 21-041 2023 Lake to Sound Trail Segment C SeaTac King County David Shaw (206)263-2164 $ 6,857,857.00 21-042 2023 Lakota Middle School SRTS City of Federal Way John Mulkey (253)835-2722 $ 2,036,036.00 22-004 2022 Olympiad Drive Culvert Replacement Kitsap County Theresa Smith (360)337-5777 $ 406,406.00 22-009 2022 Price Road and Brentwood Drive Culvert Replacements City of Bremerton Gunnar Fridriksson (360)473-5758 $ 2,498,498.00 22-011 2022 84th Street Slump Repair City of Kent Nancy Yoshitake (253)856-5508 $ 466,466.00 22-013 2022 lian Road Levee King County Megan Saunders (206)263-6813 $ 9,449,449.00 22-015 2022 2nd Ave SE&BE Bush St Intersection City of Issaquah Matt Ellis (425)837-3410 $ 646,646.00 22-016 2022 Neches River Water Intake City of Yakima Mike Shane (509)576-6480 $ 2,645,645.00 L 17 2022 SE 231st Street Extension City of Maple Valley Amy Shaw (425)413-8800 $ 1,176,175.00 18 2022 218th Street SE Roadway PreservationKing County Victor Daggs (206)423-1063 $ 3,684,684.00 19 2022 Clear Creek Habitat Restoration Pierce County Surface Water David Davis (253)798 6157 $ 965,965.00 Active Construction,Inc.Confidential Updated:12/12/2023 Page 4 of 6 ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 22-020 2023 Yauger Park Field Renovations City of Olympia Jake Lund $ 1,153,153.00 22-023 2023 Philip Arnold Park Site Improvements City of Renton Betsy Severtsen (425)757-6657 $ 3,833,023.00 22-024 2023 US 12&Sargent Road Roundabout Thurston County Marcus Storvick (360)867-2292 $ 4,096,096.00 22-027 2023 Pine Road Basin Stonnwater Improvements City of Bremerton Gunnar Fridriksson (360)473-5758 $ 2,715,715.00 22-028 2023 jWoodard Creek Retrofit Site Thurston County Marcus Storvick (360)867-2292 $ 1,098,098.00 22-030 2023 Newport Way NW Improvements City of Issaquah Isabel Diaz (425)837-3415 $ 995,995.00 22-032 2023 Schaefer State Park Relocate Campground WA Parks&Rec Sanh Ho (360)725-9757 $ 4,062,062.00 22-034 2023 State Ave Safety Improvements City of Olympia Brian Philumalee (360)753-8297 $ 867,530.90 22-036 IN PROGRESS 1-5/Trosper Rd/Capitol Blvd Reconfiguration City of Tumwater Bill Lindauer (360)754-4140 $ 12,150,150.00 22-037 IN PROGRESS 124th Ave NW&Ichigo Way to Northup Way City of Bellevue Kyle Potuzak (425)452-2027 $ 23,242,242.00 22-038 2023 SR 516 Barnes Creek Fish Passage WSDOT Johnathan Mouhanna (360)705-7835 $ 2,378,378.00 22-039 IN PROGRESS Sunset Hwy&77th Ave SE Intersection City of Mercer Island Lia Klein (206)275-7655 $ 1,181,181.00 22-043 2023 Springbrook Park City of Lakewood Stacey Reding (253)983-7852 $ 1,556,545.00 22-0" 2023 South 240th St&Russell Rd TIB Sidewalk City of Kent Drew Holcolm (253)856-5561 $ 1,943,943.00 23-002 2023 Rainier Street Pavement Preservation Town of Steilacoom Mark Burlingame (253)581-1912 $ 805,805.00 23-004 IN PROGRESS Witte Road Phase 3 South City of Maple Valley Amy Shaw (425)413-8800 $ 5,575,575.00 23-005 IN PROGRESS SR 7 Unnamed Tributaries to South Creek WSDOT Danika Washington (253)307-9894 $ 6,229,229.00 23-012 IN PROGRESS Cispus-Yellowjacket PH Restoration Cowlitz Indian Tribe Justin Isle (503)799-0934 $ 646,900.00 23-013 IN PROGRESS Sunset Beach Shelter and Site Upgrades Washington State Parks Brett Taylor (360)902-8500 $ 3,418,150.00 23-015 2023 Cougar Mountain Precipice Trailhead Dev. King County Tom Early (206)477-7555 $ 739,739.00 23-017 IN PROGRESS SR508,0.3 Miles E of Bergen Road Embankment Repair WSDOT Paul Mason (360)705-7835 $ 542,542.00 23-018 IN PROGRESS Safe Routes to School:Kenroy Elementary/Sterling Intermediate/East Wenat East Wenatchee Kyle Burtis (509)662-4068 $ 6,660,352.06 23-019 IN PROGRESS Boise Creek Restoration at Enumclaw Golf Course City of Enumclaw Eric Palmer (360)615-5668 $ 2,975,401.65 23-021 IN PROGRESS Black Lake Belmore Rd Bridge A.R. Thurston County Bill Richardson (360)786-5497 $ 2,665,665.00 23-022 IN PROGRESS 156th Avenue NE Cycle Track City of Redmond Aaron Noble (425)556-2792 $ 3,259,259.00 23-023 IN PROGRESS Foothills Trail—East Puyallup&McMillan Trailhead Improvements Pierce County Andrew Robson (253)798-6647 $ 1,090,090.00 23-026 IN PROGRESS SR 20/Keamey St I/S—Roundabout WSDOT Ben Ford (360)565-0620 $ 1,552,552.00 23-027 IN PROGRESS Administration Building Electric Vehicle Charging Stations Port of Tacoma Kathee Sewell (253)888,4711 $ 478,478.00 23-028 IN PROGRESS Rainbow Bend Mitigation Project King County Megan Saunders (206)263-6813 $ 2,257,257.00 23-030 IN PROGRESS Washington&11th Street Improvements City of Bremerton Gunnar Fridriksson (360)473-5758 $ 6,412,412.00 23-031 IN PROGRESS Wildwood Sidewalk Link Phase 3-31st Ave SE to 26th Ave SE City of Puyallup Craig Moore,Parametrix (253)245-6196 $ 974,974.00 23-033 IN PROGRESS Pennsylvania Place Bottleneck&Stonnwater Treatment Retrofits City of Roslyn Kad Nichols (503)548-1496 $ 1,416,416.00 23-034 IN PROGRESS Downtown Core Streetscape Phase II City of Renton Michael Sippo (425)430-7298 $ 1,109,109.00 23-037 IN PROGRESS 27th Ave SW at SW 344th St Compact Roundabout City of Federal Way John Cole (253)835-2718 $ 697,697.00 23-040 IN PROGRESS Burnett South Sidewalk&Utilities Replacement City of Renton Jonathan Chavez (425)430-7208 $ 897,897.00 23-043 IN PROGRESS Seahurst Park Road Landslide Repair City of Burien Robin Tischmak (206)241-4647 $ 664,664.00 23-045 IN PROGRESS Western State Hospital N Parking Lot Expansion WA DES/DSHS Tyler Sloan (360)999-8709 $ 1,477,477.00 23-046 IN PROGRESS D St SE&23rd St SE Storm Improvements City of Auburn Lauren Kirk (253)9313000 $ 5,492,492.00 Active Construction,Inc.Confidential Updated:12/12/2023 Page 5 of 6 ACTIVE CONSTRUCTION,INC. BIDDER QUALIFICATIONS-COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job# Completion Job Description Owner Owner Rep Phone Contract Value Date 23-047 IN PROGRESS US 101 May Cr in Vicinity of Dowans Creek Rd Remove Fish Barrier WSDOT Jason Mettler (360)538-8502 $ 17,300,300.00 23-049 IN PROGRESS Centralia Alpha Road Lewis County Robin Saline (360)740-1182 $ 6,273,273.00 23-061 IN PROGRESS Green River Trail Improvements City of Tukwila Cyndy Knighton (206)431-2450 $ 1,020,020.00 23-052 IN PROGRESS 1st Street Improvements Phase 3 Downtown Revitalization City of Cie Elum Ben Annen (509)966-7000 $ 3,435,435.00 23-052 IN PROGRESS Roslyn Historic Cemetery Irrigation Replacement City of Roslyn Kad Nichols (503)548-1496 $ 616,616.00 Active Construction,Inc. Updated:12/12/2023 Page 6 of 6 ACTIVE CONSTRUCTION ACIINC. RE: Active Construction,Inc. City of Kent Statutory Requirements per Bid Documents To Whom It May Concern: Active Construction, Inc. (ACI) is writing to provide an official statement to confirm that ACI, including any of its affiliated companies under majority ownership or under control by the owners of ACI, 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). Furthermore, ACI is not a "willful" violator as defined in RCW 49.48.082 or any provisions of chapters 49.46, 49.48, or 49.52 RCW within three (3) year period immediately preceding this bid solicitation date. Sincerely, Active Construction,Inc. David Ceecanti President PO BOX 430 PUYALLUP,WA 98371 PHONE(253)248-1091 FAX(253)248-1092 www.activeconstruction.com ACI rscarr "Equui ,�aplt�rment f3p rttcnih �rra�alorer S ACTIVE CONSTRUCTION ACIINC. RE: Active Construction,Inc. City of Kent Bidder Responsibility Criteria To Whom It May Concern: The following is a list of key individuals within our organization that would be available for the project referenced above.Be advised that this list of individuals could change depending on project award date and additional commitments that may arise. • Jim Holland—Project Manager with 25 years of experience.Presently he has no commitments that would prevent him from managing this project. • Ryan Burks—Project Manager with 15 years of experience.Presently he has no commitments that would prevent him from managing this project. • Greg Mundell—Project Superintendent with 20 years of experience.Presently he has no commitments that would prevent him from managing this project. • Kevin Aalmo—Project Superintendent with 25 years of experience.Presently he has no commitments that would prevent him from managing this project. Sincerely, Active Construction, Inc. PO BOX 430 PUYALLUP,WA 98371 PHONE(253)248-1091 FAX(253)248-1092 www.activeconstruction.com _ 0 is an "Equal Ernpl qi�177ent Oppoi-tunih-Enzplo.i ei,"—.4C-T/-PCI-164-JL Revised 1/29/2024 ACTIVE CONSTRUCTION,INC. CURRENT EQUIPMENT LIST(by Categories) 141 1992KW/T800 KENWORTH Dump Truck S576882 13 1992Towma EQUIP Trailer—1 P9DT6T29NG162139 241 2004 Silverado 1500 CHEVROLET Pickup- flagger 150 1986 ATCO 10'x 40'Mob.Off.—GR3268588 254 2005 Silverado 2500 CHEVROLET 4X4 Pickup Nick 152 1996 TrailKing TK50 Trailer-1 TKCO2633TMO56834 261 2000 IH 4700 Dump IH 6 YARD DUMP 1 HTSCABP8YH240445 181 1997 NWBS 1 O'x 42'Mob.Off.—97648 263 2000 IH 4700 Dump IH 6 YARD DUMP 1 HTSCABP5YH240452 188 1985 NWBS 12'x 50'Mob.Off.—85243 264 2000 IH 4700 Dump IH 6YARD DUMP 1HTSCABP4YH240457 207 2000 EAGLE Trailer-1 C9BE231 BYP694664 268 2005 3500 CHEVROLET Flatbed Pete 265 2003 TK18 E .Trailer 1TKCO24213M112400 Pen Light 269 2005 3500 CHEVROLET Flatbed Nate B 266 2004 TK18 E .Trailer 1TKCO24225BO78143 Pen Light 270 2005 3500 CHEVROLET Flatbed Spare 267 2004 TK18 E .Trailer 1TKCO24205BO78142 Pen Light 271 2005 3500 CHEVROLET Flatbed Ryan C 278 2004 TK18 E .Trailer 1TKCO24265BO78145 Pen Light 273 2005 Silverado 1500 CHEVROLET Pickup Flagger 284 2005 TD14 E .Trailer 4ZETD202251007074 Mini Ex 274 2005 COLORARO CHEVROLET Picku Fla er 297 1977 Dorsey 28'Van Trailer 127782 282 2005 3500 CHEVROLET Flatbed Matt h 299 119771Thuer 28'Van Trailer N36809 318 20011 IH 2674 DUMP IH 12 YD DUMP 1HTGLATT9111-1348046 300 11977 1 Dorsey 28'Van Trailer 127736 322 2006 3500 CHEVROLET Flatbed eric k 301 119771Dorsey 28'Van Trailer 127733 328 2006 T300 KW SERVICE/CRANE CORY 302 119771Dorsey 28'Van Trailer 127766 338 1200713500 CHEVROLET Flatbed FLAGGER 303 119771Dorsey 28'Van Trailer 127743 340 20011 IH 4700 Dump IH 6 YARD DUMP 1 HTSCABP51 H366140 304 11980ITrimo 28'Van Trailer V9006618 341 2001 IH 4700 Dump IH 6 YARD DUMP 1 HTSCABP1 1 H366152 305 11991 ITrImo 28'Van Trailer DAE2M9005954 349 2007 Silverado 2500 CHEVROLET 4X4 Pickup Linda h 306 11991 ITrImo 28'Van Trailer 1H4VO2813LJO06936 380 1996 KW T800 KENWORTH Dump Truck J673443 307 11991 ITrImo 28'Van Trailer lH4V02818LJO06950 Eugene 386 2005 KW T800 KENWORTH Tractor SD R096702 308 11991 ITrImo 28'Van Trailer DAE1M9005895 Tom D 398 2006 F150 4X4 FORD Pickup 4X4 going 309 11991 jTrImo 28'Van Trailer DAE9M9006003 400 1993 F150 FORD Pickup Flagger 310 11991 IGE 12x56 Office Trailer 033489 406 2003 F150 FORD Pickup Flagger 311 11991 IGE 12x56 Office Trailer 084236 416 12001 ITahoe Chevy Tahoe GPS BRETT S 321 11999ITK18 E .Trailer 1TKCO2421XM116811 Pen Light 429 1993 L9000 FORD FORD Dump Trk 1 FDZU90XOPVA39192 362 2003 Sidedump Sidedum er Trailer lYPFS42353POO1189 441 2013 3500 CHEVROLET Flatbed Ton E 418 2012 CARGO 6X12 BOX TRAILER 5NHUCH21XDT437924 442 2013 3500 CHEVROLET Flatbed Eugene 448 2014 TrailKing TK110HDG LOWBOY Trailer-54885 445 2008 Silverado 1500 CHEVROLET Pickup Matt N 469 2014 500 MQ 500 Gallon Water Trailer 449 2014 Silverado 1500 CHEVROLET 4X4 Pickup Frank 472 2011 ITrailKing TK12 MINI Trailer-72530 451 2014 Silverado 1500 CHEVROLET 4X4 Pickup Kevin A 491 2016 CARGOMATE PIPE TRAILER-131-714TA2 471 2015 3500 CHEVROLET Flatbed Matt N 499 1998 STURDYWELD PUP TRAILER-1S9CA544XWL189980 474 120111 Silverado 1500 CHEVROLET 4X4 Pickup Fla er 532 2005 Olympic 3OTdt-3 1CPTF36395T997398 476 2016 3500 CHEVROLET Flatbed Nate F 537 2019 Trailkina laxle TKFA1-1TKR00513LM013677 477 2016 3500 CHEVROLET Flatbed Jacob B 35 478 2016 3500 CHEVROLET Flatbed Darrin M 53 1990 185DPQ SULLAIR Air Com r.—4101220 480 2017 PB 337 LUBE TRUCK 2NP2HJ7X4HM393017 134 1994 XAS-90DD ATLAS COPCO Air Com r.-603.087 481 2017 F150 FORD JAMIE T 208 1998 185 IR Air Com r.-291031UF1221 489 2017 1500 chevrolet 1500 Zac Gustafson 256 2000 185 IR Air Com r.-30919OUBK221 492 2003 T800b Kenworth RUSS 389543 272 2000 185 IR Air Com r.-309191UBK221 495 2017 F250 4X4 Ford F250 Tom Detray 316 2000 185 IR Air Com r.-312742UBK221 500 2018 T880 KENWORTH 1XKZP4TXOJJ211847 317 2000 185 IR Air Com r.-309192UBK221 502 2017 RAM 1500 DODGE RAM Randy Ausbun 389 2004 185 IR Air Com r.-347487UG0820 503 2018 337 PETERBILT lube trk 2NP2HJ7X9JM497315 541 2006 1185 R Air Com r.-36591xxa b34 504 2018 1500 SILVERADO 1500-BACH 9 505 2017 2500 SILVERADO UTILITY TRUCK Jarred D 399 120081PWRSCRN WAR-1800-PID00123C86DO5172 508 2017 F450 FORD FORMENS TRUCK John N 405 120071 SOAKER ASCPWW-24 Wheel Wash 1Z9WWW163312 509 2017 F450 FORD FORMENS TRUCK Joey R 1473 12011 IMSE 110000 GAL WATER TOWER 200701 510 2016 1500 SILVERADO-Marina 3 511 2017 F450 FORD FORMENS TRUCK Jesse [235 1999 MultiQuip 25-29 KW/DSL Generator-7101849 516 2018 1500 silverado-rick Johnson 1998 MultiQuip 150 KW Generator-3678574 518 2013 F750 FORD MECH TRUCK ANDERSON 1999 MultiQuip 25 KW Generator-7101822 519 2015 1500 silverado-TOMMY PELTON 1999 MultiQuip 45 KVA Generator-000359 521 2018 1500 silverado-Gre Mundell 2004IMultiQuip 25 KW Generator-8100786 522 2019 4500 C4500-Gre Blocker 5 523 2019 4500 C4500-JJ hiblar 530 2019 4500 C4500-Kevin Aalmo 335 2005 AMIDA AL4000 Li ht Tower EYF05024 633 2018 1500 Chevrolet 1500-Eddie P 347 2005 AMIDA AL4000 Light Tower DVF03031 538 2008 F750 Ford F750 Flatbed 1 462 2004 AMIDA AL4000 Light Tower ETF08054 540 2020 1500 Chevrolet Chris Roberts 463 2004 AMIDA AL4000 Light Tower ETF20826 544 2019 1500 Chevrolet Eric Johnson 464 2004 AMIDA AL4000 Light Tower ETF20752 545 2019 1500 Chevrolet James Nokell 559 2010 Allmond 0765PRO08 547 2019 4500 Chevrolet Chris N 560 2010 magnum MLT3060 1215336 548 2019 2500 Chevrolet Niko P 561 2010 magnum IMLT3060 1215336 549 2020 F250 Ford-spare 8 551 2016 3500 Chevrolet Brian J 245 2004 HIPER LITE GPS Rover/Base Sys 295-0204,0276-Z51324 552 2020 T250 Ford Van-Bill Ward 373 2008 TOP CON GPS Rover/Base Sys 388-1140,388-1154 563 2021 T270 Kenworth-Jacob Kisor [43 2005 HIPER LITE GPS Rover/Base Sys 295-1057,295.1064 564 2021 1500 Dod a Ram-Gre G 2012 TOP CON 14G Grader 3DMC-SQ 757-12629,422-7521 568 2021 4500 Chevrolet NewEll 2012 TOP CON 850J Dozer 3DMC-SQ 757-12676,422-7368 71 2008 2012 TOP CON GPS Rover/Base S s800-10123,10048-Z51308 2012 TOP CON GPS Rover/Base S s 391-0710,391-0615 2012 TOP CON GPS Rover/Base S s 800-10155,800-2014 TOP CON 610J Doer 3DMC-SQ 1077-11505,534-1247 2016 TOPCON GPS Rover/Base Sys 800-21064 01090901 10 Revised 1/29/2024 ACTIVE CONSTRUCTION,INC. CURRENT E UIPMENT LIST b Cate ories # YEAH MODEL EQUIPMENT DESCRIPTION # YEAH MODEL EQUIPMENT DESCRIPTION 159 1997 416C CAT Backhoe&Comp.—SYN0857 51 1989 WA450 KOMATSU Wheel Loader—20186 160 1997 416C CAT Backhoe&Comp.—5YN01309 203 1980 530-80 CHAMP 8,000 lb Fork Lift-880337 161 1997 416C CAT Backhoe&Comp.—5YN01304 275 2000 763 BOBCAT Loader/Sweeper 512253989 169 1998 416C CAT Backhoe&Comp.—5YN04932 289 2005 WA480-5 KOMATSU Wheel Loader—A37119 170 1998 416C CAT Backhoe&Comp.—5YN04933 352 2007 644J JD Wheel Loader-610911 171 119981416C CAT Backhoe&Comp.—6YN04934 360 2007 WA380-6 KOMATSU Wheel Loader—53350 237 119991416C CAT Backhoe&Comp.—4ZN16769 410 2011 644K JD Wheel Loader-634890 257 1 2005 420D CAT Ext.Backhoe OFDP20782 Pen Light 424 2011 644K JD Wheel Loader-633731 268 1 2005 420D CAT Ext.Backhoe OFDP20704 Pen Light 435 2012 644K JD Wheel Loader-648774 259 1 2005 420D CAT Ext.Backhoe-OFDP21455 440 2012 644K JD Wheel Loader-638676 260 1 2005 420D CAT Ext.Backhoe OFDP21495 Pen Li ht 470 2012 724K JD Wheel Loader-649056 279 1 2005 420D CAT Backhoe 4inlBkt-OFDP22993 488 2014 644K JD Wheel Loader-661680 280 1 2005 420D CAT Backhoe-OFDP23007 512 2017 L110H Volvo wheel loader-631328 294 1 2005 420D CAT Backhoe-OFDP25283 513 2017 644K JD Wheel Loader-1dw644kz HF681762 320 120061420E CAT Backhoe&Comp HLS00762 535 2019 644K JD Wheel Loader-1DW644KZPKF696544 332 2006 420E CAT Ext.Backhoe&CompOHLS00885 554 2021 644E JD Wheel Loader-DW644LZPLL707978 415 2008 420E CAT Ext.Backhoe&Comp OHLS07280 16 425 2008 420E CAT Ext.Backhoe&Comp OHLS07326 73 1989 SV91D ISAKAI Roller/Comp.—30312 456 2017 420E CAT Ext.Backhoe&Comp OHLS07701 90 1989 RD880V IWACKER Roller/Comp.—0629601040 542 2008 420F CAT.Backhoe&Com hwc01987 110 1990 SV91 D SAKAI Roller/Comp.—30332 Y0 145 1990 SV91TF SAKAI Roller/Comp.—30679 232 120011 D8R RIP CAT Dozer-07XM04969 244 2000 SV200D SAKAI Roller-20130 243 120041650H LGP DEERE Dozer-T0650HX927178 283 2004 SV510D SAKAI Roller-1630156 288 120051850J WILT DEERE DOZER-X112088 292 2004 SV510D SAKAI Roller-1630154 314 2006 650J LGP DEERE DOZER-TO650JX122939 319 2004 SV510D SAKAI Roller-1631076 359 2006 650J XLT DEERE DOZER-121024 374 2004 SV510D I SAKAI Roller-1630274 370 2007 650J LGP RIP DEERE DOZER-143146 437 1999 BW135AD IBOMAG Roller 101650121220 384 2006 650J LGP RIP DEERE DOZER-133089 RAKE EARS GPS 490 2016 CA3500 IDYNAPAC-10000168CHA018959 385 2002 650H LT DEERE DOZER-902006 517 2014 SD115 IVOLVO-S115COCOS235090 390 2005 650J LGP DEERE DOZER-112295 12 391 2006 650J LGP RIP DEERE DOZER-117775 RAKE EARS 246 12002155OLC JOHN DEERE Excavator—FF05SOX950071 434 j 2013 j 850K WLT DEERE DOZER-238380 286 2005 ZX330 HITACHI Excavator—FF01HHQ034868 436 1 2006 450J LT DEERE DOZER-128097 323 2006 ZX120 HITACHI Excavator/Thumb—FFO1SlQ070064 452 1 2006 650J LGP DEERE DOZER-111590 324 2006 ZX160 HITACHI Excavator—FF01F1Q006488 494 2017550KLGP DEERE DOZER-313841 346 2007ZX160 HITACHI Excavator—FF0lFlQ006637 141 1 351 2007 ZX160 HITACHI Excavator—FF0lFlQ006712 124 1 1980 Fr ht FREIGHTLINER Water TruckCB413HP19286 353 2007 ZX200-3 HITACHI Excavator—FFOOAST320015 226 119901KW T800 KW Water Tank Truck On Road J530098 354 2007 ZX350-3 HITACHI Excavator—FFOOASP920124 229 119881KW T800 KW Water Tank Truck On Road S519113 355 2007 ZX350-3 HITACHI Excavator—FF01V7Q051683 367 119961L9000 FORD FORD Water Truck 1FTYS95WOTVA29164 379 2005 ZX200 HITACHI Excavator/Thumb—FFOOARH310654 376 11993 1 KW T800 KW Water Tank Truck On Road J597051 392 2006 225C LC DEERE Excavator/Thumb—FF225CX500240 453 119841VOLVO 4000 GAL WATER TRUCK 395 2006 ZX450 HITACHI Excavator-FF016JQ011406 454 1995 KW T800 4000 GAL WATER TRUCK 397 2008 ZX240-3 HITACHI Excavator/Thumb—FFOOASU420022 514 2000 international 4000 gallonwater truck 417 2011 ZX200-3 HITACHI Excavator/Thumb—320793 g 1 1420 2013 ZX50-3 HITACHI Mini Ex-277280 469 12006 IA30D JVOLVO Off Road Truck 74180 421 2013 ZX50-3 HITACHI Mini Ex-277282 460 2006 A30D VOLVO Off Road Truck 74465 422 2013 ZX50-3 HITACHI Mini Ex-277753 461 2008 A30E VOLVO Off Road Truck 72045 430 2013 ZX50-3 HITACHI Mini Ex-277089 465 2008 A30E VOLVO Off Road Truck 72046 431 2013 50D JOHN DEERE Mini Ex-277857 468 2008 A30F VOLVO Off Road Truck 82044 433 2013 ZX350-5 HITACHI Excavator—930411 5 443 2007 TB145 TAKEUCHI Mini Ex 14517640 220 119921623E CAT Scraper-6CB00553 444 2014 135D JOHN DEERE Exc.-303077 383 119901623E ICAT Scraper-6YFO147 450 2014 ZX50-3 HITACHI Mini Ex-277823 396 119961623F I CAT Scraper-6BK00277 466 2014ZX210-5 HITACHI Excavator/Thumb—330411 3 467 2006 ZX200 HITACHI Excavator—FF01G6Q312087 483 2016 EC160EL VOLVO EXCAVATOR/THUMB-310068 47 1989 8B LAYMORE Sweeper—2209881386 485 1201615OG DEERE MINI-284496 131 1993 RB38 ROSCOE Sweeper—32729 486 1 2016 50G DEERE MINI-284713 167 1993 RB38 ROSCOE Portable Broom—32976 487 12016JECR145EL VOLVO EXCAVATOR/THUMB-310316 330 2005 8B LAYMORE Swee er-29470 493 12016JECR58D VOLVO EXCAVATOR/THUMB-210273 371 1999 RB48 ROSCOE Sweeper—35939 496 2017 zx245-6 HITACHI EXCAVATOR700056 372 2001 8HC LAYMORE Sweeper—28482005 497 1 201750G DEERE MINI 1FFOSOGXCGH285646 377 2007 8HC ILAYMORE Sweeper—9862-007 506 1 2018 85G DEERE 85G 1FF085GXPHJ019478 7 507 1 2017 305C Volvo 305C 110737 479 2013 770GP DEERE 1DW770GPVCE649863 516 2017 305C ovo WITH BLADE 484 2011 160M2 ICAT O1191-00109 1 2019 470G = 0 M6074 2 534 2019 85G DEERE 85G 1 FF085GXVKJ020949 536 2019 308 531 2012 RH3075 road grinder 1208002 543 2016 ECR145EL VOLVO-VCER145V00310556 556 2020 DJI PHANTOM 4 1 555 2020 ZX350-6 646 2016 whacker DPU 6555HE 10543213 1565 2004 PC750-7 KOMATSU--20003 562 2021 Hus avarna LG 400 20202200251 566 2021 245G DEERE-1FF245GXGLF8U1fj46 567 2021 ZX35U-5 HITACHI-1 HTKHPVH822408 43 424 thru 429 wanco message board 6 PAYMENT AND PERFORMANCE BOND TO CITY OF KENT KENT Bond No. 023229874 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Active Construction, Inc. as Principal, and Liberty Mutual Insurance Company *Massachusetts a Corporation organized and existing under the laws of the State of ba* ; 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 $ 13,824,824.01** , 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. **Thirteen Million, Eight Hundred Twenty-four Thousand, Eight Hundred Twenty-four and 01/100 Dollars 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/76th Avenue S. Culvert Improvements / Project Number: 20-3028 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF I from an damage or expense b reason of failure of performance as KENT harmless y g p Y specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Mill Creek/7611'Ave. S. Culvert Improvement/Smith 67 January 3, 2024 Project Number: 20-3028 TWO WITNESSES: Active Construction Inc. PRINCIPAL (enter principal's name above) BY: —r� TITLE: -Wes I ae-yTt- DATE: y Ir A � 6� DATE: 1-10 CORPORATE SEAL: Linda Lagerquist, Witness PRINT NAME DATE: February 12th, 2024 Libertv Mutual Insurance Company SURETY CORPORATE SEAL: BY: 12 DATE: February 12th, 2024 TITLE: Nolli Albers, Attomey-in-Fact ADDRESS: 1001 4th Avenue, Suite 3700 Seattle WA 98154 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the ells ) Secretary of the Corporation named as Principal in the within Bond; that T)aVm CPtrnrii Who signed the said bond on behalf of the Principal ve artcWuc 'bru Inc- of the said Corporation; that I know his signature thereto is genuine, and th t said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. r� �E�ft��St�Y' 4,�96�5 VJ i�Y►ts.S hw WLIL.L Mill Creek/761h Ave. S, Culvert Improvement/Smith 68 January 3, 2024 Project Number; 20-3028 This Power of Attorney limits the acts of those named herein,and they have no authority to y bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual® The Ohio Casualty Insurance Company Certificate No 8210464-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Aliceon A. Keltner,Alyssa J.Lopez Amber Lynn Reese Amelia G.Burrill Andrew James Carretto,Aimelies M.Richie,Audrey M.Turner,Brandon K.Bush,Brent E.Heilesen, Carley Espiritu Christopher Amos Hayes Christopher Kinyon Cynthia L.Jay Dana Mane Brinkley Inane M.Harding,Donald ShanUin,Jr.,Edward Sims,Eric A. Zinitnermaii Holli Albers Jacob T.Haddock,James B.Binder Jamie L.Marques Julie R.Truitt Ji sun Dean Price Kan Nfichelle Motley,Katharine J.Snider, Lindsey Elauie Jorgensen Lois F.Weathers Michael Mansfield Misti M.Webb,Sara Sophie Sellin,Sarah Whitaker:Tamara A.Ringeisen all of the city of Tacoma state of WA each Individually If there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 20th day of July 2023 Liberty Mutual Insurance Company P� q P INSV tNsuq The Ohio Casualty Insurance Company °Rq 1NSU1 T 4, yJ GORP°Rai�9 `GP G°RP°Rqr��'n West American Insurance Company y g Fo Q 3 Fo crLU tr o cn 1912 0 0 1919 0 1991 0 r 9 fiy y I, a" .. Cf�'r`9q CHU5�.da � HAMPsa.aa �s �Nomor' da L r..) By: ca David M.Carey,Assistant Secretary '= State of PENNSYLVANIA _ E County of MONTGOMERY ss E 0 � (D On this 20th day of July 2023 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance L) a) m Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes = a) therein contained by signing on behalf of the corporations by himself as a duly authorized officer. > a) ro IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. ¢O Q) O St, .PAST —3: _ �r �oNyyF F� Commonwealth or Pennsylvania-Notary Seal ,4�I ' >+— i ��°�` 9ca f Teresa Pastella,Notary Public aj'_� - E 0j O � � 2 � Montgomery County — p0) OF My commission expires March 26,2025 By: 0) .. MSy�VP�G Member,Pennsylvania a Association of Notaries a 0 Teresa Pastella,Notary Public 0 4, p�~ N "tuf 2 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3:o? c Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: 10 M ARTICLE IV—OFFICERS:Section 12.Power of Attorney. `o 0 o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the :a >1 President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety m Uco any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney, shall a o have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed, such o m Z instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the - M provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting Such power or authority. ti a ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 12th day of February , 2024 - INSuR V0 INSL,p a 1Nsu"? PORq a?C� y`1P6oRP°Ry�'�qy P 6°RPORIq 0 3 TFo P+ e 3 Fo n tr 3 Fa M LU 1912 0 p 1919 1991 0 B �jlgssgceVs��+da y��NA MPdb�C ti'S, �N �a$ y� g1ANd' Renee C.Llewellyn,Assistant Secretary .. °f7 * �� ''yc * h�' 3M * 1•'t� LMS-12873 LMIO ODIC WAIL Multi Co 02121 CONTRACT THIS AGREEMENT is entered i to between the CITY OF KENT, a Washington municipal corporation ("City"), and JAL- , Vo 0ry1 1Cu ( 1"r)vN IBC, , organized under the laws of the State of , located and doing business at n 11D Rive✓ ("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/761" Avenue S. Culvert Improvements / Project Number: 20-3028 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 2021 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 2021 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 400 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 $13,824.824.01. 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/761h Ave. S. Culvert Improvement/Smith 68 January 29, 2024 Project Number: 20-3028 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/76th Ave. S. Culvert Improvement/Smith 69 January 29, 2024 Project Number: 20-3028 CITY OF KENT BY�. _ _. DANA RALPH, MAYOR DATE: 02/26/2024 ATTEST: KIMBERLEY . OMOTO, CITY CLERK APPROVED AS TO FORM: Nk lr KENT LAW DEPARTMENT CONTRACTOR P�C,�'1 Ve �VIS�i�uL�'1�✓1� Irc. BY: PRINT NAME: �&wcl CeCCunk TITLE: �JC-SjA4? 'V DATE: -rL�QV+l ani 0.5 o 2014 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 70 January 29, 2024 Project Number: 20-3028 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/7611 Ave. S. Culvert Improvement/Smith 71 January 29, 2024 Project Number: 20-3028 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/761h Ave. S. Culvert Improvement/Smith 72 January 29, 2024 Project Number: 20-3028 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:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Mill Creek/761h Ave. S. Culvert Improvement/Smith 73 January 29, 2024 Project Number: 20-3028 Client#: 142662 ACTICONS3 DATE(MM/DD/YYYY) ACORD,,., CERTIFICATE OF LIABILITY INSURANCE 1 2/12/2024 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). PRODUCER CONTACT Anna Reid Propel Insurance NAME:PHONE g00 499-0933 Fax 1201 Pacific Avenue; Suite 1000 e A NO, ac,No: 866 577-1326 ADDRESs: anna.reid@propelinsurance.com COM Construction Tacoma,WA 98402-4321 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Valley Forge Insurance Company 20508 INSURED INSURER B:Continental Insurance Company 35289 Active Construction Inc National Fire Ins Co of Hartford 20478 PO Box 430 INSURER C Puyallup,WA 98371-0162 INSURERD: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE NSRL SUBR WVD POLICY NUMBER MWODY EFF MMIOD�EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 5093447379 6/15/2023 06/15/2024 EACH OECCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR PREMISES EaEoaaurrence $500 000 X PD Ded:5,000 MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY F ECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: C AUTOMOBILE LIABILITY 5093447351 6/15/2023 06/15/202 COMBINED SINGLE LIMIT Ea accident $1,000,000 IX ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS AUTOS ONLY Ix NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY Per accident B UMBRELLA LIAB X OCCUR 5093447365 6/15/2023 06/15/2024 EACH OCCURRENCE $9 000 000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $9 000 000 DED I X RETENTION$10000 $ A WORKERS COMPENSATION 5093447379 6/15/2023 06/15/202 PTR _ X OTH- AND EMPLOYERS'LIABILITYIER ANY PROPRIETOR/PARTNER/EXECUTIVEY/N WA Stop Gap ONLY E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: ACI Job#24-003 -Mill Creek/76th Avenue S.Culvert Improvements Additional Insured Status applies per attached form(s). Waiver of Subrogation applies per attached form(s). CERTIFICATE HOLDER CANCELLATION City Of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Grove ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S6414353/M6301680 AMR00 This page has been left blank intentionally. Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other 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) 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. CNA Contractors' General Liability Extension Endorsement 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 offense 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 Named 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 demolition 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. CNA Contractors' General Liability Extension Endorsement 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,Assignee 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. G. 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. H. 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, CNA74705XX (1-15) Policy No: Page 3 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 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 INSURED'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 Insured's 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 (b) 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. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba)as any Named Insured should choose to employ. 6. BROADENED LIABILITY 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 Services Office,Inc.,with its permission. CNA 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 premises 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 Named 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: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys,field orders, change orders or drawings and specifications; or (b) Giving directions or 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. 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 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. C. 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 tangible 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. CNA74705XX (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. crvA 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 Endorsement 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.b.(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 B. 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. iii. 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. CNA 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; i. 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 fact, 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. Contractors' General Liability Extension Endorsement (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. D. 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. 14. 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 liability 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 c. 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 j. 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 CNA74705XX (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. 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 premises 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 Endorsement 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. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. 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 Premises 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. E. Paragraph 4.b.(1)(a)(ii) 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 PAYMENTS 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. B. Under COVERAGES, the Insuring Agreement of Coverage C—Medical Payments is amended to replace Paragraph 1.a.(3)(b)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: CNA74705XX (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. C/VA 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 Named 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 person, 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. CNA Contractors' General Liability Extension Endorsement 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 does 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 the 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 —Personal 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. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS—COVERAGES A AND B is amended as follows: CNA74705XX (1-15) Policy No: Page 15 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 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 No: Page 16 of 17 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc.,with its permission. AMAlk MAR 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 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. 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. CNA 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: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products-completed operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage; and 2. this coverage part provides such coverage. II. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 10-01 edition of CG2037; or B. additional insured coverage with "arising out of language; or C. additional insured coverage to the greatest extent permissible by law; then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. 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. IV. 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. V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: CNA75079XX (10-16) 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. CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. primary and non-contributing with other insurance available to the additional insured; or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. 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. 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 3. make available any other insurance, and 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 3.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. VII. 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 you 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(10-16) Policy No: Page 2 of 2 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with its permission. POLICY NUMBER: COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above,will be shown in the Declarations. Each person or organization shown in the Schedule is Autos Liability Coverage in the Business Auto and an "insured" for Covered Autos Liability Coverage, but Motor Carrier Coverage Forms and Paragraph D.2. of only to the extent that person or organization qualifies Section I — Covered Autos Coverages of the Auto as an "insured" under the Who Is An Insured provision Dealers Coverage Form. contained in Paragraph A.1. of Section II — Covered CA 20 48 10 13 Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. CNA Business Auto Policy Policy Endorsement FWAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO OF • • • THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US. YOU MUST AGREE TO THAT REQUIREMENT PRIOR TO LOSS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. Form No:CA 04 44 10 13 Policy No: Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: Endorsement No: Page: 1 of 1 Policy Page: of Underwriting Company: Transportation Insurance Company °Copyright Insurance Services Office, Inc., 2011 This page has been left blank intentionally. CNA CNA Paramount Excess and Umbrella Liability +D PARAMOUNT ! 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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Via, , �;4 ;;, 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: L 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 CNA Paramount Excess and Umbrella Liability pP.1l9,-.y 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 Form No:CNA75504XX (03-2015) Policy No: Policy Page: 3 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. CNACNA Paramount Excess and Umbrella Liability 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: i. 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: CNA76504XX (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 CNA Paramount Excess and Umbrella Liability ,oli..,,:r 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 law; 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: i. 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 Form No:CNA75504XX (03-2015) Policy No: Policy Page: 5 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. BHA CNA Paramount Excess and Umbrella Liability flohi :;y 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: L 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: i. 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: 0 Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy 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 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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability ('lAlcy 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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability roh-V (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 Page: 9 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. C�� CNA Paramount Excess and Umbrella Liability 'ol cs rl, 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. CNACNA Paramount Excess and Umbrella Liability 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: i. the supervision, hiring, employment, training or monitoring of others by that Insured; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 11 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. CAA CNA Paramount Excess and Umbrella Liability F'olis y 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 nonemployment 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: i. 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 (03-2015) 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: 91 Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy 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 out 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 metatag, 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. Form No:CNA75504XX (03-2015) Policy No: Policy Page: 13 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. CNACNA Paramount Excess and Umbrella Lipolk-,y 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. CNA CNA Paramount Excess and Umbrella Liability Policy 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: L 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 business, 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 L (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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability r�ia ? 'rt 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 under 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 manner 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. CHA CNA Paramount Excess and Umbrella Liability oh49 ;7j 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 Employee 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 (if 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. VI. 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 following 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 M-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. CNACNA 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: °Copyright CNA All Rights Reserved. CMA CNA Paramount Excess and Umbrella Liability I'oficv 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 103-2015) 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. CNA Paramount Excess and Umbrella Liability CNA csl6"c"y 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 same extent as if such underlying insurance was in full force and effect without alteration of its terms and conditions. O. 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: i. 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: i. 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 (e) death. c. if a claim is made against any Insured, the Named Insured: L 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: °Copyright CNA All Rights Reserved. �� CNA Paramount Excess and Umbrella Liability Policy 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 expense, 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 refuse, 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. R. Premium All premium charges under this Policy will be computed according to the Insurer's rules 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 Named 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. Transfetvof Interest Form 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: °Copyright CNA All Rights Reserved. CMA CNA Paramount Excess and Umbrella Liability l'a ir:v 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. CMA CNA Paramount Excess and Umbrella Liability of c 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 that 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: °Copyright CNA All Rights Reserved. CNA Paramount Excess and Umbrella Liability CNA Policy 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 member 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 compromise 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: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: °Copyright CNA All Rights Reserved. CMA CNA Paramount Excess and Umbrella Liability Policy 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 Insured for human consumption. Hostile 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. 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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability olicy 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 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 bodily injury or property damage; 3 under which an Insured, if an architect, engineer or surveyor, assumes liability for bodily injury or property 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 (03-201 5) 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: °Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy G. Risk Manager Key employee also means 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 Form No:CNA75504XX (03-201 5) Policy No: Policy Page: 27 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. CNACNA Paramount Excess and Umbrella Liability 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: °Copyright CNA All Rights Reserved. CMA CNA Paramount Excess and Umbrella Liability Policy considered autos. Named 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 premises 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 B. 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 I Form No: CNA75504XX (03-2015) Policy No: Policy Page: 29 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 CNA Paramount Excess and Umbrella Liability Poh ;y 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: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: Copyright CNA All Rights Reserved. CMA CNA Paramount Excess and Umbrella Liability Policy 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. CNACNA Paramount Excess and Umbrella Liability 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. 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 ............................................................. 1-7 1-06 Control of Material ......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public ................ 1-18 1-08 Prosecution and Progress ................................................ 1-24 1-09 Measurement and Payment ............................................. 1-29 1-10 Temporary Traffic Control ............................................... 1-31 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions ............................ 2-1 2-03 Roadway Excavation and Embankment.............................. 2-6 2-06 Subgrade Preparation ..................................................... 2-9 2-07 Watering ...................................................................... 2-10 2-12 Construction Geosynthetic............................................... 2-10 2-13 Rigid Inclusions ............................................................. 2-11 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow ............................................................... 4-1 4-04 Ballast and Crushed Surfacing.......................................... 4-1 4-06 Asphalt Treated Base...................................................... 4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment......................................... 5-1 5-04 Hot Mix Asphalt ............................................................. 5-1 5-05 Cement Concrete Pavement............................................. 5-39 DIVISION 6 STRUCTURES ......................................................... 6-1 6-02 Materials ...................................................................... 6-1 6-03 Steel Structures ............................................................ 6-5 6-06 Bridge Railings .............................................................. 6-6 6-10 Concrete Barrier ............................................................ 6-7 6-11 Reinforced Concrete Walls............................................... 6-8 6-13 Structural Earth Walls..................................................... 6-8 6-23 Cellular Concrete ........................................................... 6-15 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-01 Drains.......................................................................... 7-1 7-02 Culvert Pipe .................................................................. 7-1 7-04 Storm Sewers ............................................................... 7-2 Mill Creek/76t"Ave. S. Culvert Improvement/Smith January 29, 2024 Project Number: 20-3028 7-05 Manholes, Inlets, Catch Basins, and Drywells ..................... 7-4 7-08 General Pipe Installation Requirements ............................. 7-10 7-09 Water Mains.................................................................. 7-15 7-10 Double Ball Flexible Expansion Joints ................................ 7-22 7-12 Valves for Water Mains ................................................... 7-23 7-14 Hydrants ...................................................................... 7-26 7-15 Service Connections ....................................................... 7-28 7-17 Sanitary Sewers ............................................................ 7-34 7-18 Side Sewers.................................................................. 7-39 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ....................... 8-1 8-02 Roadside Restoration...................................................... 8-5 8-03 Irrigation Systems ......................................................... 8-13 8-04 Curbs, Gutters, and Spillways .......................................... 8-16 8-06 Cement Concrete Driveway Entrances ............................... 8-16 8-09 Raised Pavement Markers ............................................... 8-17 8-10 Guide Posts .................................................................. 8-18 8-11 Guardrail ........................................ .............................. 8-20 8-12 Chain Link Fence and Wire Fence...................................... 8-20 8-13 Monument Cases ........................................................... 8-21 8-14 Cement Concrete Sidewalks............................................. 8-23 8-18 Mailbox Support ............................................................ 8-24 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical .............................. 8-25 8-21 Permanent Signing......................................................... 8-29 8-22 Pavement Marking ......................................................... 8-31 8-23 Temporary Pavement Markings ........................................ 8-39 8-26 Bollards........................................................................ 8-40 8-27 Handrails...................................................................... 8-41 8-28 Pothole Utilities ............................................................. 8-41 8-30 Project Signs................................................................. 8-42 8-31 Bored or Jacked Crossings ........................................... 8-43 8-32 Undergrounding of Electrical Facilities ............................... 8-52 8-34 Field Trailer .................................................................. 8-58 8-35 Gas Valve Requirements ................................................. 8-60 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates ................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls...................... 9-3 9-14 Erosion Control and Roadside Planting............................... 9-3 9-16 Fence and Guardrail ....................................................... 9-9 9-28 Signing Materials and Fabrication ..................................... 9-9 9-29 Illumination, Signal, Electrical .......................................... 9-10 9-30 Water Distribution Materials ............................................ 9-19 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 Mill Creek/7611 Ave. S. Culvert Improvement/Smith January 29, 2024 Project Number: 20-3028 KENT SPECIAL PROVISIONS TABLE OF CONTENTS KING COUNTY STANDARD PLANS ................................................... A-3 TRAFFIC CONTROL PLANS .............................................................. A-4 NEW WATERMAIN CONNECTION PROCEDURES .............................. A-5 PLAN AND PROCEDURES FOR THE UNANTICIPATED DISCOVERY OF CULTURAL RESOURCES AND HUMAN SKELETAL REMAINS .............. A-6 GEOTECHNICAL REPORT................................................................. A-7 HEADWALL INFILL SHEET............................................................... A-8 NATIONWIDE PERMIT (NWP) 14.................................................... A-9 HYDRAULIC PROJECT APPROVAL 2022-4-808+01 .......................... A-10 KING COUNTY INDUSTRIAL WASTE DISCHARGE PERMIT ............... A-11 CONSTRUCTION STORMWATER GENERAL PERMIT.......................... A-12 PROJECTSIGN ................................................................................ A-13 PREVAILING WAGE RATES.............................................................. A-14 Mill Creek/761"Ave. S. Culvert Improvement/Smith January 29, 2024 Project Number: 20-3028 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 BYADDING 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/7611 Ave. S. Culvert Improvement/Smith 1 - 1 January 29, 2024 Project Number: 20-3028 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/76t"Ave. S. Culvert Improvement/Smith 1 - 2 January 29, 2024 Project Number: 20-3028 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 KentWA.gov/doing-business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 3 January 29, 2024 Project Number: 20-3028 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/761h Ave. S. Culvert Improvement/Smith 1 - 4 January 29, 2024 Project Number: 20-3028 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION; 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 5 January 29, 2024 Project Number: 20-3028 perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 6 January 29, 2024 Project Number: 20-3028 Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If 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. 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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 1 - 7 January 29, 2024 Project Number: 20-3028 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BYADDING 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 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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 1 - 8 January 29, 2024 Project Number: 20-3028 DIVISION 1 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 "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6 8) 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 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 Mill Creek/761h Ave. S. Culvert Improvement/Smith 1 - 9 January 29, 2024 Project Number: 20-3028 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(3) 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(4) 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. SECTION 1-05.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.8(5) Bridge, Structure and Retaining Wall Surveys Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 10 January 29, 2024 Project Number: 20-3028 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. 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 than 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 field 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. 1-05.8(7) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. Mill Creek/761h Ave. S. Culvert Improvement/Smith 1 - 11 January 29, 2024 Project Number: 20-3028 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City Mill Creek/761h Ave. S. Culvert Improvement/Smith 1 - 12 January 29, 2024 Project Number: 20-3028 may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 1-05.8(8) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8(9) Payment Payment will be made for the following bid item when included in the proposal: The lump sum contract price for "Structure Surveying" shall be full pay for all labor, equipment materials and supervision utilized to perform the Work specified, including any resurveying, checking, correction or errors, replacement of missing or damaged stakes, and coordination efforts. SECTION 1-05.9 IS SUPPLEMENTED BYADDING 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 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 13 January 29, 2024 Project Number: 20-3028 Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. 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 Mill Creek/761h Ave. S. Culvert Improvement/Smith 1 - 14 January 29, 2024 Project Number: 20-3028 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 2021 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 PSE is required to remove any and all poles identified as PSE owned on the plans. Coordination with the City to direct PSE removal is necessary. The Contractor shall provide sufficient notice to the City when pole removal is needed and then provide all access needs necessary for PSE to safely remove them in order to satisfy the Contractor construction schedule. Details of known projects are as follows: 1. The contractor shall coordinate with PSE Power, Lumen, Comcast, PSE Gas and their contractors working on 76th Avenue South utility relocations. 2. The contractor shall comply with WAC 296-155-53408 when working adjacent to the 115kV overhead transmission power lines crossing 76th Avenue S. on the south side of Mill Creek. Jesse Patjens Fred Aston Lumen Congruex/Lumen C: 425-429-5722 C: 863-258-3261 ipatjens@congruex.com Fred.a.aston@lumen.com Gatlin William Eric Kotulan Lumen Northsky - working for Lumen William.gatlin0lumen.com ekotulan@northskycomm.com Katie Dierick Mark Langberg Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 15 January 29, 2024 Project Number: 20-3028 PSE Power PSE Power C: 360-470-3878 C: 253-243-5015 Katie.dierick2@pse.com Mark.langberg@pse.com Danny Cooley Silas Schroeder Comcast Cannon Companies - working for Danny cooley@comcast.com Comcast C: 253-709-3302 Jeff Kiesz Sam Hicks PSE Gas PSE Gas C: 206-348-2347 C: 206-817-3704 Jeff.kiesz@pse.com Sam.hicks@pse.com SECTION 1-05IS 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 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 16 January 29, 2024 Project Number: 20-3028 All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 1 - 17 January 29, 2024 Project Number: 20-3028 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. 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 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 18 January 29, 2024 Project Number: 20-3028 required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL 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: Nationwide Permit (NWP) 14 Hydraulic Project Approval 2022-4-808+01 King County Industrial Waste Discharge Permit Construction Stormwater General Permit Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 19 January 29, 2024 Project Number: 20-3028 SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: 1-07.9(3) Apprentices 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 20 January 29, 2024 Project Number: 20-3028 Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 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/761h Ave. S. Culvert Improvement/Smith 1 - 21 January 29, 2024 Project Number: 20-3028 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 1-07.17IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 22 January 29, 2024 Project Number: 20-3028 If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17IS 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 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. Jesse Patjens Fred Aston Mill Creek/761h Ave. S. Culvert Improvement/Smith 1 - 23 January 29, 2024 Project Number: 20-3028 Lumen Congruex/Lumen C: 425-429-5722 C: 863-258-3261 ipatjens@congruex.com Fred.a.aston@lumen.com Gatlin William Eric Kotulan Lumen Northsky - working for Lumen William.gatlin@lumen.com ekotulan@northskycomm.com Katie Dierick Mark Langberg PSE Power PSE Power C: 360-470-3878 C: 253-243-5015 Katie.dierick2@pse.com Mark.langberg@pse.com Danny Cooley Silas Schroeder Comcast Cannon Companies - working for Danny cooley@comcast.com Comcast C: 253-709-3302 Jeff Kiesz Sam Hicks PSE Gas PSE Gas C: 206-348-2347 C: 206-817-3704 Jeff.kiesz@pse.com Sam.hicks@pse.com 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 preform 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. 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. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 24 January 29, 2024 Project Number: 20-3028 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. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 25 January 29, 2024 Project Number: 20-3028 Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time Mill Creek/761"Ave. S. Culvert Improvement/Smith 1 - 26 January 29, 2024 Project Number: 20-3028 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours but may be subject to other conditions established by the City or Engineer. These conditions may include but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 27 January 29, 2024 Project Number: 20-3028 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(1)A Construction Sequencing Considerations The following are considerations the Contractor should be aware of in planning the Work. The list below is not intended to be complete. 1. The Contractor's schedule shall reflect completion of the grading in the existing Mill Creek stream channel during the project permit In-Water Work Window, specified as June 16 through September 15. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 28 January 29, 2024 Project Number: 20-3028 SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 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 tax payers undue sums of money, adding time needed for administration, 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 29 January 29, 2024 Project Number: 20-3028 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. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 30 January 29, 2024 Project Number: 20-3028 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. 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 1 - 31 January 29, 2024 Project Number: 20-3028 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 BYADDING 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 BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: Mill Creek/761"Ave. S. Culvert Improvement/Smith 1 - 32 January 29, 2024 Project Number: 20-3028 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, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." Mill Creek/76t'Ave. S. Culvert Improvement/Smith 1 - 33 January 29, 2024 Project Number: 20-3028 The unit contract price for "Type III Barricade (Roadway and Pedestrian)" per each will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barricades to a new location in accordance with the plans, approved Traffic Control Plans (TCP's), or as ordered by the Engineer, or moving barricades to or from temporary storage, as approved by the Engineer, will be paid under the item "Traffic Control Labor". The unit contract price for "Temporary Barrier" per linear foot will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barriers to a new location in accordance with the plans, approved Traffic Control Plans (TCP's), or as ordered by the Engineer, or moving barriers to or from temporary storage, as approved by the Engineer, will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 1 - 34 January 29, 2024 Project Number: 20-3028 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.4 Measurement "Remove Tree 4 Inch to 20 Inch Diameter and Stump" "Remove Tree Greater than 20 Inch in Diameter and Stump" Shall be measured per each and removed with the stump. Trees are defined by measuring the diameter breast height (DBH) at 4'-0" above the ground. Other trees requiring removal shall be incidental to the clearing and grubbing bid item. SECTION 2-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-01.5 Payment "Remove Tree 4 Inch to 20 Inch Diameter and Stump" "Remove Tree Greater than 20 Inch in Diameter and Stump" The unit contract price per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to remove each tree with its stump as identified in the plans including, sawing, hauling the timber from the site, and removing roots as necessary to complete the improvements work and approved by engineer. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. 2. The salvaged materials listed above shall be removed, hauled and stored at the following site(s): Mill Creek/76th Ave. S. Culvert Improvement/Smith 2 - 1 January 29, 2024 Project Number: 20-3028 1. 2. All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: Removal of Drainage Piping and Structures The Contractor shall remove drainage piping and structures as called for on the plans. The removal shall be coordinated with the construction of the new drainage facilities to minimize disruption to storm water conveyance and vehicle traffic. The Contractor shall provide temporary stream and storm water conveyance at all times and in a manner which protects water quality. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 2 January 29, 2024 Project Number: 20-3028 cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 2-02.3(5) Rubblize Existing Pavement This work consists of rubblizing and compacting the full depth of existing asphalt concrete pavement to a nominal particle size of 2 inches and not exceeding 6 inches at the locations indicated in the Plans and as directed by the Engineer. The existing pavengent shall be i=ubblized with a self centained, self secend. The unit shall be equipped with a water systeng te suppress vibFateFy FelleF having a gFess weight ef net less than 10 tans epeFated The epeFating speed of the Fubblizing unit shall be such that the existing pavengent is rubblized, full depth, Onto particles with a nenginal The rubblized surface shall be regraded and compacted per the standard specification. with a steel wheel VibFateFy FE)I!eF weighting Mill Creek/761h Ave. S. Culvert Improvement/Smith 2 - 3 January 29, 2024 Project Number: 20-3028 rubblmzed n9ateFial. if a pneurnatic tired FelleF us used, the final pass Traffic shall not be allowed on the rubblized surface unless as directed by the Engineer. Rubblizing existing pavement shall be measured by the square yard of actual area rubblized. Water shall be used to control the dust during the rubblizing operations, in accordance with Section 2-07 (Watering). 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 contract price per force account for "Removal of Structures and Obstructions" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of items encountered during construction that have not been identified as being removed under other bid items. The unit contract price per lineal foot for "Remove Existing Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing pipe as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. "Remove Existing Catch Basin or Manhole" "Remove Existing Sanitary Sewer Manhole" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per square yard for "Rubblize Existing Asphalt Concrete Pavement in Place" constitutes complete compensation for labor, materials, tools, equipment, and supplies necessary to rubblize existing asphalt concrete pavement in place as shown on the plans and as described in Section 2-02.3(5) of these Kent Special Provisions. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 4 January 29, 2024 Project Number: 20-3028 The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 4 inches, and from roads for a depth of 8 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 100 SY x 10/8 = 125 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" and "Saw Cut Existing Cement 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 5 January 29, 2024 Project Number: 20-3028 (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 feet for "Remove Block or Rock Wall" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing concrete block or rock wall in areas shown on the plans and as directed by the Engineer. The unit contract price per square yard for "Remove Cement Concrete Driveway, 8-Inch Depth, Reinforced" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to sawcut and remove, haul, and dispose of the cement concrete driveway and reinforcing bars as shown on the plans and described in the specifications. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.1 Description Excavation for stream and bioswales shall be included in 'Channel Excavation Including Haul." Any excavation beyond the limits identified on the Plans, unless approved by the Engineer, shall be replaced at the Contractor's expense. Select Grading for the stream may be required. This work includes field directed grading in the stream channel. SECTION 2-03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.2 Materials Materials shall meet the requirements of the following section: Special Borrow 9-03.14(5) 2-03.3 Construction Requirements Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 6 January 29, 2024 Project Number: 20-3028 SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. SECTION 2-03.3(14)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)M Excavation of Channels and Ditches Channel Excavation Incl. Haul The work described in this section includes excavation and grading of stream channels and bioswales, including haul, placement, grading and compacting excavated material, or otherwise disposing of the material. Definitions Excavated Material: All materials excavated from stream channels and bioswales to the lines, grades and elevations included in the plans. Backfill: Suitable excavated materials from the site to be reused in grading are as shown on the plans. Unauthorized Excavations: Excavations outside the lines, grades and elevations included in the plans, without approval by the Engineer. The Contractor shall submit an Excavation Work Plan per Section 1- 05.3, Type 2, showing the equipment, sequence of excavation, schedule, stockpiling, grading, temporary fills, dewatering and water control, temporary fish screens, erosion control and pollution prevention, environmental protection measures to be used during construction, channel excavations, backfill and compaction. The Contractor shall: Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 7 January 29, 2024 Project Number: 20-3028 A. Excavate to the lines, grades, and elevations shown on the Plans. No additional compensation will be made for excess excavation beyond the lines, grades, and elevations shown in the Plans unless approved by the Engineer. B. Repair unauthorized excavations beyond the lines and grades shown in the Plans, at no additional cost to the Owner. C. Shape the surface of the excavation, grading, and fill area to uniform slopes and cross-sections and eliminate all ruts and low- places on the fill that could hold water. Cut out soft spots, fill low spots and trim high spots to comply with required surface tolerances. D. Not construct embankments during periods where the fill material may freeze while being placed. Do not place fill material on frozen soil. Excavation shall be performed in a manner and sequence that will provide proper drainage, water and turbidity control at all times. Unsuitable materials as identified by the Engineer shall be characterized and placed in temporary stockpile and removed and disposed at off-site location as required by the Engineer. SECTION 2-03.3(14) IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-03.3(14)N Special Borrow Special Borrow shall be compacted in accordance with Method C of WSDOT Section 2-03.3(14)C and the compaction control tests described in WSDOT Section 2-03.3(14)D. E ►340N 2 03.4 IS RE VISE_D B Y A DOING THE FGEE G WING., 203.4 03w ww.,agu .tea awa,-d a; this centFact and neat lines asshown On the Plans. This quantity is listed in the Bid PFepesal. Deduetiens have been n9ade te fei= this pFejeet will vaFy and a faeteF ef n9inus 6 migehes has been used data processing equipment, by use ef the average end aFea ngethed er Mill Creek/76th Ave. S. Culvert Improvement/Smith 2 - 8 January 29, 2024 Project Number: 20-3028 by the finite elengent analysis method utilizing digital teffain Friedeling teehn SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment hauling,The unit Contract price per cubic yard feF "Channel Excavation incl. HauP'-, shall be full pay fE)F all labor, equipment, materials and work as specified, including exeavatien, dewatering, leading, excavated Friaterial. Stockpiling of excavated material shall be included in the Contract unit bid items for excavation. No additional payment will be made for stockpiling, double or re-handling of excavated material. Special Borrow Incl. Haul will be measured per ton, as documented by truck weight tickets. "Special Borrow Incl. Haul" shall include all labor and equipment necessary to construct berms to the dimensions and elevations shown in the Plans. The Work under this item shall include, but is not limited to, excavating, loading, hauling, and placing the material in horizontal layers of uniform thickness, grading, shaping and compacting to construct berms. 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 2 - 9 January 29, 2024 Project Number: 20-3028 The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. SECTION 2-07.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-07.5 Payment 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. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. Mill Creek/761"Ave. S. Culvert Improvement/Smith 2 - 10 January 29, 2024 Project Number: 20-3028 SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric, Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. DIVISION 2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 2-13 Rigid Inclusions 2-13.1 Description Work shall consist of furnishing and installing ground improvement elements (rigid inclusions) to the lines and grades designated on the project foundation plan and as specified herein. The ground improvement elements shall be in a columnar configuration and shall be used to reinforce soils for support of spread footings. Installation shall be completed with soil replacement methods (auger) and with equipment capable of controlling and limiting pumping rates and grout Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 11 January 29, 2024 Project Number: 20-3028 pressure. Work shall include provision of all equipment, material, labor, and supervision to install the ground improvement elements. 2-13.2 Materials Materials shall meet the requirements of Section 6-02.2. seetmens Grout shall be Type 4 in accordance with Section 9-20.3(4). Gr-eut Pertland Cement, Fine Aggregate 2-13.3 Construction Requirements Construct grout and steel reinforcing according to applicable portions of Section 6-02.3 and the following sections. 2-13.3(1) Equipment 2-13.3(1)A Prior to mobilizing Rigid Inclusion equipment to the site, the Contractor shall submit Type 2 Working Drawings consisting of details of the proposed equipment and the planned procedures. The Working drawings shall specifically address: methods for tracking depth of installation, grout pressure, and grout volumes; methods for ensuring reinforcing steel is centered; proposed grout mixes; and a work plan indicating the proposed order of installation, the proposed ground surface elevation when the rigid inclusions are installed, and other sequencing. 2-13.3(1)B Augering Equipment The injection port through which the grout is discharged during the pile pumping procedures shall be located at the bottom of the auger below the cutting steel. The auger flighting shall be continuous from the auger head to the top of the auger with no gaps or other breaks. The pitch of the auger flighting shall not exceed 9 inches. Rotation of the leads shall be prevented using a stabilizing arm. A middle guide shall be used when the auger length exceeds 40 feet. 2-13.3(1)C Grout Mixing and Pumping Equipment Only approved mixing and pumping equipment, free of oil or rust inhibitors, shall be used in the preparation and handling of the grout. All materials shall be such as to produce a homogeneous grout of the desired consistency. Only ready-mix grout shall be used with an agitator of sufficient size between the ready-mix truck and the grout pump to insure a homogeneous mix and continuity in the pumping operations. The grout pump shall be a positive displacement piston type pump with the capability of developing displacing pressures up to 400 psi at the pump. The pump shall have a pressure gauge in good Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 12 January 29, 2024 Project Number: 20-3028 working condition which indicates grout pumping pressure. The pump shall be equipped with a device to determine the volume of grout pumped into each pile. The minimum volume of grout placed shall at least equal the volume of the augered hole. Additional standby grout equipment shall be maintained at the job site to prevent abandonment of piles if breakdowns occur. 2-13.3(2) Installation 2-13.3(2)A Rigid Inclusion Excavation Excavate holes for auger cast piles to required bearing strata or design tip elevation as indicated on the drawings, unless directed otherwise by the Engineer. Adjacent rigid inclusions shall not be installed until the grout in any existing rigid inclusions has attained its initial set to ensure that there will be no interconnection between rigid inclusions. The minimum volume of grout pumped into each pile shall at least equal the theoretical volume of the augered hole. Remove excavated material and dispose of it off site. 2-13.3(2)B Drilling Tolerances Location: Locate center of gravity of each single rigid inclusion within 3" from locations specified on the contract plans. Plumbness: Rigid Inclusions shall not be out of plumb by more than 1.5% of length. Grout Cut-Off Elevation: Plus 0" to minus 3". Rigid Inclusions with Drop in Grout Level: Rigid Inclusions that show a drop in grout level more than 1" in 24 hours shall be abandoned unless tested and approved otherwise by the Owner's Geotechnical Engineer. Damaged or Misplaced Rigid Inclusions: Damaged Rigid Inclusions, Rigid Inclusions with a drop in grout level, or Rigid Inclusions placed outside specified tolerances will not be accepted. Such Rigid Inclusions shall be reported to the Engineer by the Contractor prior to augering new Rigid Inclusions so that they may be evaluated, and a possible redesign implemented. Cost of re-engineering shall be borne by the Contractor. 1. Abandon piles rejected after drilling and backfill hole if required with approved cohesionless soil, placed, and compacted throughout the length. Replace with new Rigid Inclusion(s) as directed by the Engineer. 2-13.3(2)C Grout Placement A" greut shall be ready fflix gFeut freng a bateh plant in aeeer-danee with . Stop grout placement at cut-off elevation shown. The operation of augering and grouting shall be uninterrupted. If interruptions occur and continuity of rigid inclusion in Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 13 January 29, 2024 Project Number: 20-3028 its full cross-section cannot be assured, then the pile shall be abandoned at the discretion of the Engineer. 2-13.3(2)D Reinforcing Steel Placement Provide steel reinforcing bars size No. 9 or larger. Provide minimum lap splices as shown below. Mechanical splices may be used for any bar size but are required for No. 14 and No. 18 bars. Provide any mechanical splices according to Section 6- 02.3(24)D and 6-02.3(24)F. Minimum Lap Splice Bar Size (inches) No. 9 36 No. 10 40 No. 11 44 No. 14 & No. 18 Not Permitted Before placing, clean reinforcing steel of loose rust, scale, dirt, grease, and other material which could reduce or destroy bond. Use spacers to maintain bar at center of grout column for full length of rigid inclusion. Place reinforcing steel in the grout column under gravity. Reinforcing steel that does not extend into the grout column smoothly under its own weight can be considered evidence of a collapsed or misaligned grout column and can be used as a basis for rejecting or redrilling a rigid inclusion. 2-13.3(2)E Rigid Inclusion Top Treatment The top of the rigid inclusions shall be level and relatively flat with no high or low points greater than an inch above or below the average surface. If rigid inclusions are constructed above the design top elevation, the excess concrete and reinforcing steel shall be removed in a manner that prevents damage to the rigid inclusions. belew the Design Top Elevatien. 2-13.4 Measurement Measurement for rigid inclusions will be the number of individual completed rigid inclusions. Design Top elevatmeig ene feet 2-13.5 Payment "Rigid Inclusion", per each. The unit contract price per each for "Rigid Inclusion" constitutes complete compensation for furnishing all labor, materials, tools, Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 14 January 29, 2024 Project Number: 20-3028 supplies, and equipment necessary to install the rigid inclusion as shown on the plans and described in the specifications. No additional payment shall be made for materials and labor above design top elevation, 2 feet below bottom of footing, or later removal or alteration of the top portion necessary for spread footing excavation. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 2 - 15 January 29, 2024 Project Number: 20-3028 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: GRAVEL AVE o9R4Z-Q i lines,bE)FFeW upon a prepared subgrade in accerdance with these speeifieatiens and in eenfer-n9ity with the r the r width, 4 04.3. 4—v44 rr ngatei=ials te rteels, supplies, and equipngent neeessaFyhaul, r finish gFade, and een9paet the gFavel bOFFOvv as shewn en the plans and sLibbaser rstei=ng seweF, 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements Mill Creek/7611 Ave. S. Culvert Improvement/Smith 4 - 1 January 29, 2024 Project Number: 20-3028 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" "Crushed Surfacing Base Course" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-06 ASPHALT TREATED BASE 4-06.3 Construction Requirements 4-06.3(6) Spreading and Finishing ATB shall be compacted in lifts not to exceed 4 inches unless otherwise directed. Mill Creek/76th Ave. S. Culvert Improvement/Smith 4 - 2 January 29, 2024 Project Number: 20-3028 4-06.3(7) Density ATB shall be compacted to a density of at least 85 percent of maximum theoretical density (rice density). 4-06.5 Payment The unit contract price per ton for "Asphalt Treated Base" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the asphalt treated base as shown on the plans and described in the specifications. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 4 - 3 January 29, 2024 Project Number: 20-3028 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. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 1 January 29, 2024 Project Number: 20-3028 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 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 2 January 29, 2024 Project Number: 20-3028 • 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. • 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 (JMF) 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 3 January 29, 2024 Project Number: 20-3028 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. 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). Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 4 January 29, 2024 Project Number: 20-3028 Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT 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 Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 5 January 29, 2024 Project Number: 20-3028 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 6 January 29, 2024 Project Number: 20-3028 to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the 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. Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 7 January 29, 2024 Project Number: 20-3028 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 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 8 January 29, 2024 Project Number: 20-3028 5-O4.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-O4.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 9 January 29, 2024 Project Number: 20-3028 When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of Preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-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)A Crack Sealing 5-04.3(4)A1 General Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 10 January 29, 2024 Project Number: 20-3028 When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per Section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width - fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 11 January 29, 2024 Project Number: 20-3028 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks '/4 inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. 5-04.3(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 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 12 January 29, 2024 Project Number: 20-3028 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 250F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 13 January 29, 2024 Project Number: 20-3028 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 1/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/8" 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 14 January 29, 2024 Project Number: 20-3028 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: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved IMF. 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 IMF 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 15 January 29, 2024 Project Number: 20-3028 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 IMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new 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 to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the IMF: Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 16 January 29, 2024 Project Number: 20-3028 • 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 17 January 29, 2024 Project Number: 20-3028 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 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). Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 18 January 29, 2024 Project Number: 20-3028 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. 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 19 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 20 January 29, 2024 Project Number: 20-3028 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 IMF 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. 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 Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 21 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 22 January 29, 2024 Project Number: 20-3028 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 from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 23 January 29, 2024 Project Number: 20-3028 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 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)Bi 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: Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 24 January 29, 2024 Project Number: 20-3028 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/$ 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: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 25 January 29, 2024 Project Number: 20-3028 Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 26 January 29, 2024 Project Number: 20-3028 Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal 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)Bi 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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 27 January 29, 2024 Project Number: 20-3028 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 28 January 29, 2024 Project Number: 20-3028 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(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. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 5 - 29 January 29, 2024 Project Number: 20-3028 b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. C. Number of JMFs to be placed, and if more than one IMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one IMF is being placed at the time, and how pavers and MTVs are cleaned so that one IMF does not adversely influence the other IMF. 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. 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 30 January 29, 2024 Project Number: 20-3028 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. Table 2.01 - Physical Properties of the as halt 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 lass D276 OF °C 4500 2320 Asphalt Retention D6140 al/ dz 0.10 Mass per Unit Area D5261 oz/ dz 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 31 January 29, 2024 Project Number: 20-3028 precipitation, ultraviolet radiation, strong chemicals, sparks and flames, temperatures in excess 71 °C (160 OF) 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. 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 32 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 33 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 34 January 29, 2024 Project Number: 20-3028 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 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. Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 35 January 29, 2024 Project Number: 20-3028 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. 5-04.3(18) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for "HMA Class 1/2", PG 58H-22" The adjustment is not a Guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website atwww.wsdot.wa.gov/Business/Construction/EscalationClauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington as posted on the Agency website. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. Adjustment formulas for HMA items: If the reference cost is greater than or equal to 105% of the base cost,then Adjustment = (Current Reference Cost - (1.05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 36 January 29, 2024 Project Number: 20-3028 Adjustment = (Current Reference Cost - (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. 5-04.4 Measurement HMA Cl. 1/2" PG 58V-22, HMA for Pavement Repairs Cl. 1/2" PG 58V-22, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. 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. 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 37 January 29, 2024 Project Number: 20-3028 Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "Temporary HMA Class '/2", PG 58H-22". "HMA Class 1/2", PG 58V-22". 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. The cost for anti-stripping additive and water shall be included in this bid item. 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 dispose of the bituminous pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. 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. The unit contract price per ton for "Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. "Asphalt Cost Price Adjustment" per calculation will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 38 January 29, 2024 Project Number: 20-3028 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3 Construction Requirements Curing blankets or other method approved by the Engineer shall be used to accelerate curing time where necessary or directed by the Engineer throughout the project. Any materials, labor and equipment used for accelerated curing shall be incidental to the bid item "Cement Concrete Pavement - Including Dowels" The Contractor shall submit an alternate design mix for a high-early- strength cement concrete pavement for approval by the Engineer. The alternate design mix shall have a minimum compressive strength of 4,000 psi and adhere to all criteria for material submittals herein. The Engineer approved alternate mix for a high-early-strength may be for the construction of cement concrete pavement, cement concrete driveways, cement curb and gutter, cement concrete approaches, and cement concrete sidewalk. All costs associated with any cement concrete mix design development, design submittal, and revisions to the submittal design shall be incidental to bid item "Cement Concrete Pavement - Including Dowels". THE SIXTH PARAGRAPH OF SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: The submittal for concrete mix design shall provide the following data: the amount of materials (i.e. cement, sand, aggregates, water), the type and amount of each admixture, and the designated 28-day compressive strength specific to the mix design being submitted. The design compressive strength shall be a minimum of 4,000 psi. SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(1)A Joints Plan Submittal The Contractor shall prepare and submit a Placing and Jointing Plan as required in Special Provision Section 5-05.3(8) Joints, for review and approval by the Engineer at least 14 working days before concrete placement, and indicating the following: a. Proposed layout of contraction, construction and isolation joints. Clearly delineate the different joint types used. b. Layout of surface finishes as indicated in the Plans. Give overall dimensions of each surface finish type. c. Concrete pour sequence. Indicated sequence of paving pour installation. d. Methods for achieving surface smoothness when placing between existing curb and gutter. No concrete paving work shall be allowed to start until the "Placing and Jointing Plan" is approved by the Engineer. Mill Creek/761"Ave. S. Culvert Improvement/Smith 5 - 39 January 29, 2024 Project Number: 20-3028 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement SECTION 5-05.3(4)A IS REVISED BY DELETING THE FIRST, SECOND, THIRD, AND FOURTH PARAGRAPHS SECTION 5-05.3(4)A IS SUPPLEMENTED BY ADDING THE FOLLOWING; Acceptance of concrete will be on a non-statistical acceptance only. SECTION 5-05.3(8) IS DELETED AND REPLACED BY ADDING THE FOLLOWING: 5-05.3(8) Joints The Jointing Plan shall include jointing at intersections, driveways, around Structures including manholes, catch basins, water and gas valves, and other surface features. The Jointing Plan shall identify all types of joints. Provide the Engineer with a copy of all American Concrete Paving Association (ACPA) technical publications the Contractor used as basis for developing the jointing layout plan, such as the American Concrete Paving Association publication for Intersection Joint Layout. The Jointing Plan shall be developed in accordance with the following: a. Joint spacing shall not exceed 12 feet for transverse joints and 13 feet for longitudinal joints. b. The larger dimension of a panel shall not be greater than 150% of the smaller dimension. c. Longitudinal joints shall not be placed along the wheel path of the lanes. d. The minimum angle between two intersecting joints shall be 60 degrees. e. Joints shall intersect pavement-free edges at a 90-degree angle to the pavement edge and shall extend straight for a minimum of 1.5 feet from the pavement edge, where possible. f. Align joints of adjacent panels except where separated by isolation joints or bond break. g. Ensure joint depth, widths, and dimensions are specified. The Contractor shall provide an isolation joint around all manholes, catch basins, water valves, gas valves and other facilities located within the cement concrete pavement limits. Joint spacing and location shall be adjusted in order to pass through manholes, valves and catch basins. See WSDOT Standard Plans A 40.10-04 and A 40.15-00 for typical jointing information. No wastewater from the joint sawcut operations shall be released directly to any stream, storm sewer system, or sanitary sewer system. The City of Kent has obtained a discharge permit from King County for limited discharge of wastewater. See Section 1-07.6 and copy of the permit attached in the Appendix 10. Mill Creek/76th Ave. S. Culvert Improvement/Smith 5 - 40 January 29, 2024 Project Number: 20-3028 SECTION 5-05.3(8)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(8)D Isolation Joints Premolded joint filler in accordance with Section 9-04.1(2) shall be placed as detailed in the Plans through the full depth of the concrete pavement for existing manholes, catch basins, gas and water valves within the concrete pavement. In addition, isolation joints for water valves shall conform to the requirements of Section 7-12.3(2) and shall be at least 18 inches from the center of any valve boxes. SECTION 5-05.3(10) IS REVISED BY DELETING THE FIRST AND SECOND PARAGRAPHS AND REPACING WITH THE FOLLOWING: 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars Tie bars shall be placed at all longitudinal contraction and construction joints of all panels within 30 feet of HMA transition. In addition, tie bars shall be installed when concrete Shoulders are placed as a separate operation or when widening existing pavement. Tie bars shall be placed at longitudinal construction joints between lanes of all panels within 30 feet of HMA transition in a manner that the individual bars are located at the required elevation and spaced as shown in the Standard Plans and in a manner that the vertical edge of the concrete is not deformed or otherwise damaged during placement of the bars. SECTION 5-05.3(10) IS SUPPLEMENTED WITH THE FOLLOWING: 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars Tie bars shall also be placed in accordance with the WSDOT Standard Plan A-40.15-00. SECTION 5-05.3(11) IS SUPPLEMENTED WITH THE FOLLOWING: 5-05.3(11) Finishing The surface finish shall be transverse tining. SECTION 5-05.4 IS REVISED BY DELETING THE THIRD AND FOURTH PARAGRAPH AND SUPPLEMENTED WITH THE FOLLOWING: 5-05.4 Measurement No measurement will be made for dowel bars and tie bars. SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment Mill Creek/7611 Ave. S. Culvert Improvement/Smith 5 - 41 January 29, 2024 Project Number: 20-3028 The unit contract price per cubic yard for "Cement Concrete Pavement Including Dowels" shall include all supplies, equipment, materials, labor and tools necessary to complete the concrete paving work as shown on the plans and as specified herein. This bid item includes furnishing and installing all epoxy coated dowel bars and tie bars including those tie bars drilled into existing cement concrete pavement". Mill Creek/76t"Ave. S. Culvert Improvement/Smith 5 - 42 January 29, 2024 Project Number: 20-3028 DIVISION 6 STRUCTURES SECTION 6-02.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.2 MATERIALS Sidewalk concrete on the 76' Avenue S Bridge and moment slab concrete on retaining walls shall be Class 4000. (April 1, 2013) Resin Bonded Anchors The resin bonded anchor system shall include the nut, washer, and threaded anchor rod which is installed into hardened concrete with a resin bonding material. Resin bonding material used in overhead and horizontal application shall be specifically recommended by the resin manufacturer for those applications. Resin bonding material used in submerged liquid environment shall be specifically recommended by the resin manufacturer for this application. The resin bonded anchor system shall conform to the following requirements: 1. Threaded Anchor Rod and Nuts Threaded anchor rods shall conform to ASTM A 193 Grade B7 or ASTM A 449, except as otherwise noted, and be fully threaded. Threaded anchor rods for stainless steel resin bonded anchor systems shall conform to ASTM F 593 and shall be Type 304 unless otherwise specified. Nuts shall conform to ASTM A 563, Grade DH, except as otherwise noted. Nuts for stainless steel resin bonded anchor systems shall conform to ASTM F 594 and shall be Type 304 unless otherwise specified. Washers shall conform to ASTM F 436 and shall meet the same requirements as the supplied anchor rod, except as otherwise noted. Washers for stainless steel resin bonded anchor systems shall conform to ASTM A 240 and the geometric requirements of ASME B18.21.1 and shall be Type 304 Stainless Steel unless otherwise specified. Nuts and threaded anchor rods, except those manufactured of stainless steel, shall be galvanized in accordance with AASHTO M 232. Galvanized threaded anchor rods shall be tested for embrittlement after galvanizing, in accordance with Section 9- 29.6(5). Threaded anchor rods used with resin capsules shall have the tip of the rod chiseled in accordance with the resin capsule Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 1 January 29, 2024 Project Number: 20-3028 manufacturer's recommendations. Galvanized threaded rods shall have the tip chiseled prior to galvanizing. 2. Resin Bonding Material Resin bonding material shall be a two-component epoxy resin conforming to Type IV ASTM C 881 or be one of the following: a. Vinyl ester resin. b. Polyester resin. C. Methacrylate resin. 3. Ultimate Anchor Tensile Capacity Resin bonded anchors shall be tested in accordance with ASTM E 488 to have the following minimum ultimate tensile load capacity when installed in concrete having a maximum compressive strength of 6000 pounds per square inch (psi) at the embedment specified below: Anchor Tensile Embedment Diameter Capacity (inch) inch Ibs. 3/8 7 800 3-3/8 1/2 12,400 4-1/2 5/8 19,000 5-5/8 3/4 27,200 6-3/4 7/8 32,000 7-7/8 1 41,000 9 1-1/4 70,000 11-1/4 The Contractor shall submit items 1 and 2 below to the Engineer for all resin bonded anchor systems. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. For resin bonded anchor systems that are installed in a submerged liquid environment the Contractor shall submit items 1, 2, and 4 below. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. 1 The resin manufacturer's written installation procedure for the anchors. 2. The manufacturer's certificate of compliance for the threaded anchor rod certifying that the anchor rod meets these requirements. 3. Test results by an independent laboratory certifying that the threaded anchor rod system meets the ultimate anchor tensile load capacity specified in the above table. The tests shall be performed in accordance with ASTM E 488. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 2 January 29, 2024 Project Number: 20-3028 4. For threaded anchors intended to be installed in submerged liquid environments the Contractor shall submit tests performed by an independent laboratory within the past 24 months which certifies that anchors installed in a submerged environment meet the strength requirements specified in the above table. Bridge Supported Utilities (June 26, 2000) Inserts shall be of the type and model specified in the Plans. Inserts shall be galvanized in accordance with AASHTO M 111. (September 3, 2019) Hanger rods, and associated nuts and washers, shall conform to Section 9-06.5(1), and shall be galvanized in accordance with ASTM F2329. Steel bars and plates shall conform to ASTM A 36 and shall be galvanized in accordance with AASHTO M 111. (June 26, 2000) Pipe rolls or pipe saddles shall be of the type and model specified in the Plans. SECTION 6-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3 Construction Requirements Bridge Supported Utilities The Contractor shall furnish and install utility embed assemblies for the bridge utility supports as shown in the Plans. Utility support embed assemblies shall be located to line up with utility support stiffeners on the girders and oriented such that vertical plates are plumb, utility support members are horizontal, and hanger rods freely hang plumb from the utility support and through utility lateral supports; and constructed in accordance with the Plans. The Contractor shall make adjustments to utility support and lateral support members as necessary and as accepted by the Engineer prior to utility installation. SECTION 6-02.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3(14)C Pigmented Sealer for Concrete Surfaces The color of the pigmented sealer shall be Washington Gray. SECTION 6-02.3(18) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3(18) Placing Anchor Bolts Resin Bonded Anchors The embedment depth of the anchors shall be as specified in the Plans. If the embedment depth of the anchor is not specified in the Plans then Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 3 January 29, 2024 Project Number: 20-3028 the embedment depth shall be as specified in the table of minimum and maximum torque below. The anchors shall be installed in accordance with the resin manufacturer's written procedure. Holes shall be drilled as specified in the Plans. Holes may be drilled with a rotary hammer drill when core drilling is not specified in the Plans. If holes are core drilled, the sides of the holes shall be roughened with a rotary hammer drill after core drilling. Holes shall be prepared in accordance with the resin manufacturer's recommendations and shall meet the minimum requirements as specified herein. Holes drilled into concrete shall be thoroughly cleaned of debris, dust, and laitance prior to installing the threaded rod and resin bonding material. Holes shall not have any standing liquid at the time of installation of the threaded anchor rod. The anchor nuts shall be tightened to the following torques when the embedment equals or exceeds the minimum embedment specified. Anchor Minimum Maximum Minimum Diameter Torque Torque Embedment inch ft-Ibs ft-Ibs Inch 3/8 12 18 3-3/8 1/2 22 35 4-1/2 5/8 55 80 5-5/8 3/4 106 140 6-3/4 7/8 165 190 7-7/8 1 195 225 9 1-1/4 370 525 11-1/4 When the anchor embedment depth is less than the minimum values specified, the anchor nuts shall be tightened to the torque values specified in the Plans, or as recommended by the resin bonded anchor system manufacturer and approved by the Engineer. SECTION 6-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.4 Measurement Moment slab will be measured by the linear foot along its completed line and slope. SECTION 6-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.5 Payment "Moment Slab", per linear foot. The unit Contract price per linear foot for "Moment Slab" shall be full pay for constructing the slab as shown in the Plans, including concrete, steel reinforcement, sleeves for fence posts, pigmented sealer and any Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 4 January 29, 2024 Project Number: 20-3028 other work needed for construction of the moment slab not covered by another item. Bridge and Structures Minor Items For the purpose of payment, such bridge and structures items as *** elastomeric bearing pads, hardware, premolded expansion joint filler, conduit, inserts, connecting relocated signs to bridge barrier, *** etc., for which there is no pay item included in the proposal, are considered as bridge and structures minor items. All costs in connection with furnishing and installing these bridge and structures minor items as shown and noted in the Plans and as outlined in these specifications and in the Standard Specifications shall be included in the *** various items in the associated bridge or retaining wall ***. Bridge Supported Utilities All costs in connection with constructing utility support embed assemblies for connecting signs and utility supports, in concrete barrier and wing walls of the 76t" Avenue S Bridge, 22203 Driveway Bridge, and 22011 Driveway Bridges, as shown in the Plans, including all fabrication, delivery and installation, shall be included in the Pedestrian Barrier, Single Slope Concrete Barrier, Concrete Class 4000 items, or any other concrete into which they are embedded. SECTION 6-03.3(28)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-03 STEEL STRUCTURES 6-03.3(28)A Method of Shop Assembly The girders shall also be shop assembled either completely or progressively in the transverse direction. The transverse shop assembly shall consist of a minimum of two adjacent girders, with end cross beams, intermediate cross beams, and temporary bracing between girders at the end of the shop assembly (longitudinally). Staging of the transverse shop assembly shall proceed along with the longitudinal shop assembly. Each next stage of the transverse shop assembly shall be assembled to one of the previous transverse shop assemblies, repositioned if necessary, and pinned to ensure accurate alignment. Unless otherwise specified, the girders shall be blocked or supported in the no-load position. SECTION 6-03.3(39) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-03.3(39) Swinging the Span The Contractor shall measure and submit to the Engineer camber values at the girder tenth points indicated in the Plans at each of the following times: 1. After the spans are swung. 2. After roadway slab placement. Mill Creek/761"Ave. S. Culvert Improvement/Smith 6 - 5 January 29, 2024 Project Number: 20-3028 SECTION 6-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-03.4 Measurement There will be no separate measurement for the lump sum items "Utility Support". SECTION 6-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-03.5 Payment Payment for "Utility Support" shall be made on the same lump sum basis as specified for structural carbon steel. The estimated weight of steel to be paid under the lump sum items "Structural High Strength Steel" and 'Utility Support" are as follows: 761" Avenue S Bridge' "Structural High Strength Steel" 94,300 pounds "Utility Support" 1,200 1,870 pounds 22203 Driveway Bridge "Utility Support" 1,970 pounds 22011 Driveway Bridge Ilutility Support" 1,970 pounds This above estimated quantities are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid. No adjustments other than for accepted changes will be made in the lump sum Contract price even though the actual quantities required may deviate from those listed. The estimated quantity for the "Utility Support" item includes structural steel but does not include the weight of rollers and saddles. 6-06 BRIDGE RAILINGS SECTION 6-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-06.3 Materials (March 6, 2000) Epoxy resin shall conform to Section 9-26.1. (January 5, 2004) Chain link fence fabric shall conform to the Section 9-16.1(1)B requirements for Type 1 fence. Fittings, fabric bands, stretcher bars, tie wire, and other fence hardware, shall conform to Section 9-16.1. Pipe for posts and longitudinal members shall conform to ASTM A 53, Grade B, Type E or S, galvanized, and shall be Schedule 40 unless otherwise shown in the Plans. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 6 January 29, 2024 Project Number: 20-3028 Steel bars, plates, and shapes shall conform to ASTM A 36, and shall be galvanized in accordance with AASHTO M 111, except that structural shapes may conform to ASTM A 992. Bolts, nuts, and washers shall conform to Section 9-06.5(3), and shall be galvanized after fabrication in accordance with AASHTO M 232. Resin bonded anchors shall conform to Section 6-02.2 as supplemented in these Special Provisions. SECTION 6-06.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-06.3(2) Metal Railings (March 6, 2000) Bridge Railing Type Chain Link Fence The post blockouts shall be formed with a steel sleeve of the diameter and thickness specified in the Plans. The steel sleeve shall be galvanized after fabrication in accordance with AASHTO M 111. The Contractor shall fill the bottom portion of the railing post with expanded polystyrene as shown in the Plans. The Contractor shall install the steel posts in the post blockouts as shown in the Plans. The posts shall be installed vertically, set in position with epoxy resin, and braced to maintain the vertical position until the epoxy resin hardens. Longitudinal members shall be connected to the steel posts as shown in the Plans. The Contractor shall install the chain link fence fabric in accordance with Section 8-12.3(1)D, except as otherwise noted. The chain link fence fabric shall be fastened to the posts and longitudinal members at a maximum spacing of 14 inches. 6-10 CONCRETE BARRIER SECTION 6-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-10.3 Construction Requirements Utility support embed assemblies shall be located to line up with utility support stiffeners on the girders and oriented such vertical plates are plumb, utility support members are horizontal, and hanger rods freely hang plumb from the utility support and through utility lateral supports; and constructed in accordance with the Plans and Bridge Supported Utilities provisions in Section 6-02. SECTION 6-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-10.5 Payment Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 7 January 29, 2024 Project Number: 20-3028 The Contract unit price for "Pedestrian Barrier" and "Single Slope Concrete Barrier" shall also include all costs in connection with installing utility support, relocated sign support, and light pole support embed assemblies; conduit, junction boxes and any other items embedded in the barrier as specified and shown in the Plans. 6-11 REINFORCED CONCRETE WALLS SECTION 6-11.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-11.5 Payment All costs in connection with constructing sleeves for fence posts; wall drains, including connecting wall drains to the drainage system; pigmented sealer and any other items embedded in or attached to the walls not covered by another item shall be included in the unit Contract price per cubic yard for "Conc. Class 4000 for Retaining Wall". 6-13 STRUCTURAL EARTH WALLS SECTION 6-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-13.2 Materials (January 2, 2018) Concrete Block Faced Structural Earth Wall Materials General Materials Concrete Block Acceptability of the blocks will be determined based on the following: 1. Visual inspection. 2. Compressive strength tests, conforming to Section 6-13.3(4). 3. Water absorption tests, conforming to Section 6-13.3(4). 4. Manufacturer's Certificate of Compliance in accordance with Section 1-06.3. 5. Freeze-thaw tests conducted on the lot of blocks produced for use in this project, as specified in Section 6-13.3(4). 6. Copies of results from tests conducted on the lot of blocks produced for this project by the concrete block fabricator in accordance with the quality control program required by the structural earth wall manufacturer. The blocks shall be considered acceptable regardless of curing age when compressive test results indicate that the compressive strength conforms to the 28-day requirements, and when all other acceptability requirements specified above are met. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 8 January 29, 2024 Project Number: 20-3028 Testing and inspection of dry cast concrete blocks shall conform to ASTM C 140, and shall include block fabrication plant approval by WSDOT prior to the start of block production for this project. Mortar Mortar shall conform to ASTM C 270, Type S, with an integral water repellent admixture as accepted by the Engineer. The amount of admixture shall be as recommended by the admixture manufacturer. To ensure uniform color, texture, and quality, all mortar mix components shall be obtained from one manufacturer for each component, and from one source and producer for each aggregate. Geosynthetic Soil Reinforcement Geogrid reinforcement shall conform to Section 9-33.1, and shall be a product listed in Appendix D of the current WSDOT Qualified Products List (QPL). The values of Tai and Tint as listed in the QPL for the products used shall meet or exceed the values required for the wall manufacturer's reinforcement design as specified in the structural earth wall design calculation and working drawing submittal. The minimum ultimate tensile strength of the geogrid shall be a minimum average roll value (the average test results for any sampled roll in a lot shall meet or exceed the values shown in Appendix D of the current WSDOT QPL). The strength shall be determined in accordance with ASTM D 6637, for multi-rib specimens. The ultraviolet (UV) radiation stability, in accordance with ASTM D 4355, shall be a minimum of 70 percent strength retained after 500 hours in the weatherometer. The longitudinal (i.e., in the direction of loading) and transverse (i.e., parallel to the wall or slope face) ribs that make up the geogrid shall be perpendicular to one another. The maximum deviation of the cross-rib from being perpendicular to the longitudinal rib (skew) shall be no more than 1 inch in 5 feet of geogrid width. The maximum deviation of the cross-rib at any point from a line perpendicular to the longitudinal ribs located at the cross-rib (bow) shall be 0.5 inches. The gap between the connector and the bearing surface of the connector tab cross-rib shall not exceed 0.5 inches. A maximum of 10 percent of connector tabs may have a gap between 0.3 inches and 0.5 inches. Gaps in the remaining connector tabs shall not exceed 0.3 inches. The Engineer will take random samples of the geogrid materials at the job site. Acceptance of the geogrid materials will be based on testing of samples from each lot. A "lot" shall be defined as all geogrid rolls sent to the project site produced by the same manufacturer during a continuous period of production at the same manufacturing plant having the same product name. The Contracting Agency will require 14 calendar days maximum for testing the samples after their arrival at the WSDOT Materials Laboratory in Tumwater, WA. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 9 January 29, 2024 Project Number: 20-3028 The geogrid samples will be tested for conformance to the specified material properties. If the test results indicate that the geogrid lot does not meet the specified properties, the roll or rolls which were sampled will be rejected. Two additional rolls for each roll tested which failed from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that any of the additional rolls tested do not meet the specified properties, the entire lot will be rejected. If the test results from all the rolls retested meet the specified properties, the entire lot minus the roll(s) which failed will be accepted. All geogrid materials which have defects, deterioration, or damage, as determined by the Engineer, will be rejected. All rejected geogrid materials shall be replaced at no expense to the Contracting Agency. Except as otherwise noted, geogrid identification, storage and handling shall conform to the requirements specified in Section 2-12.2. The geogrid materials shall not be exposed to temperatures less than -20F and greater than 122F. Drainage Geosynthetic Fabric Drainage geosynthetic fabric shall be a non-woven geosynthetic conforming to the requirements in Section 9-33.1, for Construction Geotextile for Underground Drainage, Moderate Survivability, Class B. Proprietary Materials Allan Block Wall Wall backfill material placed in the open cells of the precast concrete blocks and placed in the one to three foot zone immediately behind the precast concrete blocks shall be crushed granular material conforming to Section 9-03.9(3). GEOWALL Structural Earth Retaining Wall System Connection pins shall be fiberglass conforming to the requirements of Basalite Concrete Products, LLC. KeyGrid Wall Keystone connection pins shall be fiberglass conforming to the requirements of Keystone Retaining Wall Systems, Inc. Landmark Retaining Wall Lock bars shall be made of a rigid polyvinyl chloride polymer conforming to the following requirements: Property Value S ecification Specific Gravity 1.4 minimum ASTM D 792 Tensile Strength at 2,700 psi ASTM D 638 field minimum Lock bars shall remain sealed in their shipping containers until placement into the wall. Lock bars exposed to direct sunlight for a Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 10 January 29, 2024 Project Number: 20-3028 period exceeding two months shall not be used for construction of the wall. Mesa Wall Block connectors for block courses with geogrid reinforcement shall be glass fiber reinforced high-density polypropylene conforming to the following minimum material specifications: Property Specification Value Polypropylene ASTM D 4101 Group 1 Class 1 Grade 2 73 f 2 percent Fiberglass Content ASTM D 2584 25 f 3 percent Carbon Black ASTM D 4218 2 percent minimum Specific Gravity ASTM D 792 1.08 f 0.04 Tensile Strength ASTM D 638 at yield 8,700 f 1,450 psi Melt Flow Rate ASTM D 1238 0.37 f 0.16 ounces/10 min. Block connectors for block courses without geogrid reinforcement shall be glass fiber reinforced high-density polyethylene (HDPE) conforming to the following minimum material specifications: Property Specification Value HDPE ASTM D 1248 Type III Class A Grade 5 68 f 3 percent Fiberglass Content ASTM D 2584 30 f 3 percent Carbon Black ASTM D 4218 2 percent minimum Specific Gravity ASTM D 792 1.16 f 0.06 Tensile Strength ASTM D 638 at yield 8,700 f 725 psi Melt Flow Rate ASTM D 1238 0.11 f 0.07 ounces/10 min. SECTION 6-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-13.3 Construction Requirements Wall 1, Wall 2, Wall 3, and Wall 4 shall accommodate guardrail posts as shown in the Plans. Post locations shall be marked in the field during wall construction. Marks shall be maintained during construction until guardrail post installation is complete. (January 2, 2018) Concrete Block Faced Structural Earth Wall Concrete block faced structural earth walls shall be constructed of only one of the following wall systems. The Contractor shall make arrangements to purchase the concrete blocks, soil reinforcement, attachment devices, joint filler, and all necessary incidentals from the source identified with each wall system: Allan Block Wall Allan Block Wall is a registered trademark of the Allan Block Corporation Mill Creek/761"Ave. S. Culvert Improvement/Smith 6 - 11 January 29, 2024 Project Number: 20-3028 Allan Block Corporation 7424 W 78th Street Bloomington, MN 55439 (800) 899-5309 FAX (952) 835-0013 www.allanblock.com GEOWALL Structural Earth Retaining Wall System GEOWALL is a registered trademark of Basalite Concrete Products, LLC Basalite Concrete Products LLC 3299 International Place Du Pont, WA 98327-7707 (800) 964-9424 FAX: (253) 964-5005 www.basalite.com Redi-Rock Positive Connection System Redi-Rock Positive Connection System is a registered trademark of Redi-Rock International, LLC Redi-Rock International, LLC 05481 US 31 South Charlevoix, MI 49720 (866) 222-8400 FAX (231) 237-9521 www.redi-rock.com Mesa Wall Mesa Wall is a registered trademark of Tensar Corporation Tensar Corporation 2500 Northwinds Parkway Suite 500 Atlanta, GA 30009 (770) 334-2090 FAX (678) 281-8546 www.tensarcorp.com Landmark Retaining Wall System Landmark Retaining Wall System is a registered trademark of Anchor Wall Systems, Inc. Anchor Wall Systems, Inc. 5959 Baker Road, Suite 390 Minnetonka, MN 55345-5996 (877) 295-5415 FAX (952) 979-8454 www.anchorwall.com KeyGrid Wall Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 12 January 29, 2024 Project Number: 20-3028 KeyGrid is a registered trademark of Keystone Retaining Wall Systems, Inc. Keystone Retaining Wall Systems, Inc. 4444 West 781h Street Minneapolis, MN 55435 (800) 747-8971 FAX (952) 897-3858 www.keystonewalls.com SECTION 6-13.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-13.2 Submittals Submittals for Wall 1, Wall 2, Wall 3, and Wall 4 shall include details for modifications needed to accommodate guardrail posts and lightweight fill in the roadway. (January 3, 2011) The following geotechnical design parameters shall be used for the design of the structural earth wall(s): Wall Name or No.: *** Wall 1, Wall 2, Wall 3, Wall 4, Wall 6, and Wall 9 *** Wall Retained Foundation Backfill Soil Soil Soil Properties Unit Weight (pcf)*** 130 ****** 115 ****** 115 *** Friction Angle (deg) *** 30 *** *** 28 *** *** 28 *** Cohesion (psf) *** 0 *** *** 0 *** *** 0 *** For the Service Limit State, the wall shall be designed to accommodate a differential settlement of *** 1 inch *** per 100 feet of wall length. For the Extreme Event I Limit State, the wall shall be designed for a horizontal seismic acceleration coefficient kh of *** 0.383 *** g and a vertical seismic acceleration coefficient kv of *** 0.000 *** g. SECTION 6-13.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-13.3(5) Precast Concrete Facing Panel and Concrete Block Erection (April 2, 2012) Specific Erection Requirements for Precast Concrete Block Faced Structural Earth Walls Landmark Retaining Wall When placing each course of concrete blocks, the Contractor shall pull the blocks towards the front face of the wall until the male key of the Mill Creek/761"Ave. S. Culvert Improvement/Smith 6 - 13 January 29, 2024 Project Number: 20-3028 bottom face of the upper block contacts and fits into the female key of the top face of the supporting block below. A maximum gap of 1/8-inch is allowed between adjacent concrete blocks, except for the base course set of concrete blocks placed on the leveling pad. A maximum gap of 1-inch is allowed between adjacent base course concrete blocks, provided geosynthetic reinforcement for drains is in place over the gap at the back face of the concrete blocks. Lock bars shall be installed in the female key of the top face of all concrete block courses receiving geogrid reinforcement. Gaps between adjacent lock bars in the key shall not exceed 3-inches. The lock bar shall be installed flat side up, with the angled side to the back of the concrete block, as shown in the shop drawings. Geogrid reinforcement shall be placed and connected to concrete block courses specified to receive soil reinforcement. The leading edge of the geogrid reinforcement shall be maintained within 1-inch of the front face of the supporting concrete blocks below. Geogrid panels shall be abutted for 100 percent backfill coverage with less than a 4-inch gap between adjacent panels. Backfill shall be placed and compacted level with the top of each course of concrete blocks, and geogrid reinforcement placed and connected to concrete block courses specified to receive soil reinforcement, before the Contractor may continue placing the next course of concrete blocks. Mesa Wall For all concrete block courses receiving geogrid reinforcement, the fingers of the block connectors shall engage the geogrid reinforcement apertures, both in the connector slot in the block, and across the block core. For all concrete block courses with intermittent geogrid coverage, a #3 steel reinforcing bar shall be placed, butt end to butt end, in the top block groove, with the butt ends being placed at a center of a concrete block. SECTION 6-13.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 6-13.5 Payment The unit Contract price per square foot for "Structural Earth Wall" shall also include backfill, modifications necessary for accommodating guardrail and lightweight fill in roadway, wall drains, connecting wall drains to the drainage system, and all other work associated with constructing the complete wall system. "Structure Excavation Class A Incl. Haul" and "Shoring or Extra Excavation Cl. A" will be paid separately. DIVISION 6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 14 January 29, 2024 Project Number: 20-3028 6-23 CELLULAR CONCRETE 6-23.1 Description This Work consists of the construction of cellular concrete. 6-23.2 Materials Materials shall meet the followin requirements: Portland Cement 9-01 Aggregate 9-03 Admixtures 9-23 Fly Ash 9-23.9 Ground Granulated Blast 9-23.10 Furnace Slag Microsilica Fume 9-23.11 Metakaolin 9-23.12 Blended 9-23.13 Supplementary Water 9-25 Light Weight Aggregate ASTM C 332 Group I Preformed Foam ASTM C 869 Fiber Reinforcement ASTM C 1116 Type II or III 6-23.3 Construction Requirements 6-23.3(1) Cellular concrete's performance properties shall conform to the following: Cellular Concrete Class ASTM II IV Cellular and Concret AASHTO Min Max Min Max e Test Property Method Density, C 796, Ib/ft3 C 495, & 21 30 21 42 T 121 Compressive C 796 & 40 -- 120 -- Strength, psi C 495 6-23.3(2) Cellular Concrete Mix Design Cellular concrete shall contain Portland cement, water, and preformed foam to form a hardened material that satisfies the cast density and compressive strength for the classes specified in the plans. Cellular concrete may include aggregate, light weight aggregate, and other components including but not limited to fly ash, fiber reinforcement, and chemical admixtures. The cellular concrete supplier shall determine the material components of the cellular concrete. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 15 January 29, 2024 Project Number: 20-3028 Cellular concrete mix design shall be developed by the cellular concrete supplier with supporting test data performed on the material to be used in accordance with ASTM C 796 and C 495, except oven dry density is not required. The cellular concrete design density (unit weight) shall be determined in accordance with AASHTO T 121 with the following modifications: Subsection 4.2 is deleted. Subsection 4.3 is deleted. Subsection 7.1 Fill the base completely. The base may be filled using multiple scoops or by pouring from a bucket or similar container until the bucket is just overfull. Subsection 7.2 The cellular concrete shall not be consolidated by rodding, vibration, or tamping. When base is filled, lightly tap around exterior of the base with a rubber mallet to allow trapped air to escape. Subsection 7.3 is deleted. 6-23.3(3) Cellular Concrete Material Submittal Requirements The Contractor shall provide a Type 3 Working Drawing to the Engineer of the material components of the cellular concrete mix design documents. The documents shall include but are not limited to Qualified Products List, contractor product information sheets, m a n u fa ct u re is data sheets, manufacturer's certificate of compliance with supporting tests in accordance with Section 1-06.3, catalog cuts, and Aggregate Source Approval report if aggregate materials are used The Contractor shall provide a Type 2 Working Drawings to the Engineer identifying the equipment used to batch, mix, and place the cellular concrete. 6-23.3(4) Cellular Concrete Acceptance Cellular concrete will be accepted based on density (unit weight) in accordance with AASHTO T 121 and compressive strength in accordance with ASTM C 495. 45 AASHTO T 121 has the following modifications; Subsection 4.2 is deleted. 2 Subsection 4.3 is deleted. 4 Subsection 7.1. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 16 January 29, 2024 Project Number: 20-3028 Fill the base completely. The base may be filled using multiple scoops or by pouring from a bucket or similar container until the bucket is just overfull. Subsection 7.2. The cellular concrete shall not be consolidated by rodding,vibration, or tamping. When base is filled, lightly tap around exterior of the base with a rubber mallet to allow trapped air to escape. Subsection 7.3 is deleted. Cellular concrete specimens (cylinders) for compressive strength shall be made and cured in accordance with ASTM C 495. ASTM C 495 is revised to report the compressive strength to the nearest 1 psi. During the installation of the cellular concrete a sample will be taken a minimum of once per lift by the Engineer in accordance with WAQTC TM 2 except the sample will not be remixed and shall be sampled from the point of placement. The sample will be taken after the first 10 cubic yards of placement. If both classes of cellular concrete are used in a lift then one sample of each class will be required. The cellular concrete supplier shall provide a Certificate of Compliance for each truckload of cellular concrete in accordance with Section 6-02.3(5)B. Final acceptance of the cellular concrete shall be based on both the density (lb/ft3), at the time of placement, and the 28 day compressive strength (psi). 6-23.3(5) Construction of the Cellular Concrete Fill The Contractor shall submit the Manufactures cure time recommendations for allowing the Contractor's personnel and equipment to proceed with the next lift. The Contractor shall conform to the Manufacturer's recommendations regarding maximum lift thickness and time period between lifts. The minimum horizontal reinforcement ratio shall be in accordance with the Contract plans. The Contractors use of construction equipment and construction operations shall not damage the cellular concrete. Unacceptable levels of damage include, but are not limited to: • Rutting of the cellular concrete to a depth of 0.75-inches or greater • Cracks in the cellular concrete greater than two feet in length or with an opening of 0.5-inches or greater or that exposes the reinforcement or that have visibly propagated down the face of the cellular concrete. • Crushed sections that are greater than 3 feet in diameter or have a depth of 6-inches or greater or expose the reinforcement. • Faulted sections in which broken sections of cellular concrete have vertical offsets of 0.5-inches or greater or expose the reinforcement. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 6 - 17 January 29, 2024 Project Number: 20-3028 The Contractor shall submit a work plan identifying the proposed equipment to be used on the cellular concrete, the anticipated loads from the equipment and estimated strength of the cellular concrete based on the uniaxial compressive strength of tested samples or a typical strength gain curve with respect to time. The Contractor shall demonstrate that the cellular concrete has developed adequate strength to support these loads with an acceptable factor of safety. The cellular concrete shall not be placed when moderate rain, 0.11 inch per hour, or greater is expected using NOAA forecast or as directed by the Project Engineer. The Contractor shall protect the cellular concrete from weather related damage using tarps, plastic, or other methods approved by the Project Engineer until the cellular concrete has achieved an appropriate cure as recommended by the Manufacturer. Section 6-02.3(6)A1 and 6-02.3(6)A2 of the 2024 Standard Specification shall apply. The Contractor shall only use static rollers to place the CSTC. Vibrator methods of compaction will not be allowed. Additional Survey Requirements The Contractor shall coordinate with the City Construction Manager to establish survey control points. The survey points shall be established as soon as possible after the Contractor has replaced the cellular concrete lift that the survey target is to be installed on, and a base line reading shall be taken. After the baseline reading has been taken the Survey group will take an additional reading of each survey point location weekly until curing is complete or otherwise directed by the engineer. The Survey group will provide the Engineer and City Construction Manager with these survey readings in a Microsoft excel spreadsheet format. 6-23.4 Measurement Cellular Concrete Mobilization shall be measured per LS. Mobilization payment will split into to two payments made per each calendar year of work for two consecutive calendar years. Any additional mobilizations necessary to complete the workshall be considered incidental to this bid item. Cellular Concrete shall be measured by the cubic yard of material placed. 6-23.5 Payment "Cellular Concrete Mobilization" The unit contract price per LS for the above item constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to mobilize for the construction of cellular concrete. The bid Mill Creek/761"Ave. S. Culvert Improvement/Smith 6 - 18 January 29, 2024 Project Number: 20-3028 item price includes but is not limited to, coordinating the location of the equipment staging and storing in accordance with 1-04.9. "Cellular Concrete Class II 30 pcf" "Cellular Concrete Class IV 42 pcf" The unit contract price per cubic yard for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install cellular concrete at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to forming, mitigating measures to ensure cellular concrete does not spill outside of walls or forms into sensitive areas, hauling, dewatering, surface restoration, and cleanup, coordination for inspection, and additional costs for overtime work when working on weekends. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 6 - 19 January 29, 2024 Project Number: 20-3028 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric................................................... 2-12.2 Gravel Backfill for Drains ........................................ 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe ... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement The linear foot measurement will include the length of the cleanouts. 7-02 CULVERT PIPE SECTION 7-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-02.2 Materials Pipe material for culverts shall be in accordance with Section 7-04.2 of the Kent Special Provisions except that PVC pipe cannot be used for culvert pipe. SECTION 7-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-02.5 Payment The unit contract price per lineal foot for "Culvert Pipe, Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. Costs to furnish and install pipe grates or trash screens at the end of the culverts shall be included in the bid item price. Reference Kent Standard Plan 5-20. Mill Creek/76th Ave. S. Culvert Improvement/Smith 7 - 1 January 29, 2024 Project Number: 20-3028 7-04 STORM SEWERS SECTION 7-1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.1 Description This work consists of furnishing and installing a drainage flap gate. THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV........ 9-05.7(2) PVC Pipe................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) .............. 9-05.13 SECTION 7-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Flap gates shall be Hydro Gate Model 50-C Round Opening or equal that meets the contract requirements. The requirements for an equal drainage flap gate are as follows: 1. The drainage flap gate shall allow free outflow and prevent backflow for heads up to 50 feet. 2. The drainage flap gate shall be compatible with 12-inch diameter ductile iron pipes. SECTION 7-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3 Construction Requirements The drainage flap gates shall be installed in accordance with the manufacturer's recommendations. The Contractor shall provide shop drawings to the Engineer for approval prior to installation. 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 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 2 January 29, 2024 Project Number: 20-3028 All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.4 Measurement "Flap Gate" will be measured per each SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment 7-04.6 Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in the Proposal: The unit contract price per lineal foot for "Ductile Iron Class 50 Storm Sewer Pipe, Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. "Flap Gate", per each. The Contract price for "Flap Gate" shall be full compensation for all labor, materials including but not limited to the flap gate and associated Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 3 January 29, 2024 Project Number: 20-3028 accessories, tools and equipment necessary to satisfactorily complete the work as defined in these Special Provisions and the Plans. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: WSDOT Standard Plan B-30.70 New lids shall read "SEWER" for sanitary sewer or "DRAIN" for storm sewer drain. All shall be bolt down. Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 4 January 29, 2024 Project Number: 20-3028 Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" 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 neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 5 January 29, 2024 Project Number: 20-3028 On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bankrun gravel for trench backfill or gravel borrow as included in the proposal and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. Mill Creek/761"Ave. S. Culvert Improvement/Smith 7 - 6 January 29, 2024 Project Number: 20-3028 SECTION 7-05.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(4) Drop Manhole Connection Drop manhole connections shall be in accordance with Kent Standard Plan 4-6. Inside drop connections are not allowed. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: U1� IM The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.4 Measurement No specific unit of measurement shall apply to Structure Excavation Class B. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 7 January 29, 2024 Project Number: 20-3028 "Catch Basin Type 2 — 54 in. Diam. With Flow Restrictor", will be measured per each. "Catch Basin Type 2 48 In. Diam. With Oil Water Separator", will be measured per each. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Manhole, Type 2 48 Inch QndeF 12feet, Type 1 inch Diameter" The unit contract price per each for the above items constitutes complete compensation to furnish all labor, materials, tools, supplies, and equipment necessary to provide and install the sanitary sewer manhole to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, dewatering, installing the manhole, connecting new or existing pipes, backfilling, compacting, and surface restoration. "Catch Basin, Type 1" 14�me Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. "tee Catch Basin, Type 2 48 Inch Diameter With Oil Water Separator" "Manhole Catch Basin, Type 2 54 In. Diameter With Flow Restrictor" The unit Contract price per each for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install all materials for the structures, including but not limited to, excavation, dewatering, placement and compaction, pipe zone bedding and backfill, precast concrete structures, concrete baffle, surface restoration, referencing for future locates prior to final overlay, storm drain stenciling and other miscellaneous hardware. The unit contract price per each for "Abandon Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to concrete plugging any remaining pipes, backfilling with gravel borrow, and compaction. Any Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 8 January 29, 2024 Project Number: 20-3028 frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. "Adjust Existing Manhole Cover to Finished Grade" "Adjust Existing Catch Basin and Grate to Finished Grade" "Adjust Existing Vault Lid to Finished Grade" "Adjust Existing Sanitary Sewer Cleanout to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Adjust Existing Sewer Manhole, Frame and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to adjust the sewer manhole, frame and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: Coordination with King County Wastewater Treatment Division, removing the existing frame and cover, manhole cone, manhole sections, and install new manhole sections and/or cone as needed, install new Metro-provided frame and cover, excavating, dewatering, backfilling, compacting, surface restoration, and referencing for future locates prior to final overlay. Any adjustments made prior to the final finished elevation shall be considered incidental. See Kent Standard Detail 4-13. "Circular Frame (Ring) and Cover, Type 2" "Circular Frame (Ring) and Cover, Type 2, Slip Resistant" "Vaned Catch Basin Frame and Grate" "Bi-Directional Vaned Catch Basin Frame and Grate'The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades and installing City provided storm drain markers.. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per force account for "Miscellaneous Storm Sewer Repair" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to repair any damaged storm sewer pipe. This work includes but shall not be limited to: coordinating with private utility companies, excavating, dewatering, Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 9 January 29, 2024 Project Number: 20-3028 exposing existing pipe, installing and connecting new pipe segments, rigid couplings, backfilling, compacting and surface restoration. The unit contract price per Lump Sum for "Headwall Infill" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to repair the headwall upon removal of the culvert pipe in accordance with the plans and specifications. This bid item includes but is not limited to: Cement concrete, steel reinforcement, forming, regrading around the headwall. "Remove 72 Inch Storm Sewer Culvert" "Remove 76th Ave S CMP Arch Pipe Culvert" "Remove Driveway Arch Pipe Culvert" The unit contract price per linear foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm sewer pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, dewatering, removal, disposal, backfilling with gravel borrow, and compaction. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ...............................5-04.2 Cement Concrete Pavement...............5-05.2 Culvert Pipe ....................................7-02.2 Storm Sewers .................................7-04.2 Manholes, Inlets and Catch Basins......7-05.2 Sanitary Sewer................................7-17.2 Side Sewers....................................7-18.2 Crushed Surfacing............................9-03.9(3) Gravel Backfill for Pipe Zone Bedding ..9-03.12(3) Gravel Borrow .................................9-03.14(1) Foundation Material Class I and II ......9-03.17 Mill Creek/76t'Ave. S. Culvert Improvement/Smith 7 - 10 January 29, 2024 Project Number: 20-3028 Bank Run Gravel for Trench Backfill ....9-03.19 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. 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 11 January 29, 2024 Project Number: 20-3028 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 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 12 January 29, 2024 Project Number: 20-3028 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 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(2)3 Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 7 - 13 January 29, 2024 Project Number: 20-3028 SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 14 January 29, 2024 Project Number: 20-3028 authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING; 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. The unit contract price per each for "Abandon Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to abandon the existing pipe as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to concrete plugging the pipe at both ends, backfilling with gravel borrow, and compaction. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 15 January 29, 2024 Project Number: 20-3028 7-09.2 Materials All permanent water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe ..............9-30.1(1) Fittings for Ductile Iron Pipe........9-30.2(1) All temporary HDPE water main pipe shall be PE4710 DR9 and match ductile iron pipe sizing. All exposed pipe shall be wrapped with 2 inch thick glass fiber pipe insulation with 0.016 aluminum alloy cover or approved equal. The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material .......................9-03.12(3) Foundation Material...................9-03.17 7-09.3 Construction Requirements SECTION 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 16 January 29, 2024 Project Number: 20-3028 Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH; 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or "pig" drawn continuously through them to remove all possible debris prior to flushing and disinfection. SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-09.3(19)A Connections to Existing Mains Also see Appendix New Water Main Connection Procedures. Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days' notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SECTION 7-09.3(19) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-09.3(19)C Connection to Existing Concrete Cylinder Mains The connections to an existing concrete cylinder water main shall be made in accordance with the Kent Standard Plans 3-5 and 3-6 and these Kent Special Provisions. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 17 January 29, 2024 Project Number: 20-3028 The connection shall be made by the installation of a hat flange with tapping valve onto the existing main paying particular attention to the following: 1. All welding is to be done by a certified welder. 2. The hat flange shall have a special connection flange welded to the connection end (end connecting to existing main) as shown on the details. 3. The connection flange and end of the hat flange shall be checked for proper contour of its mating surface to the existing main. Any connections required shall be made before installations. 4. The outer concrete coating on the existing main shall be cleaned away to expose the steel portion of the pipe. The extent of concrete removal shall be no more than two inches from the outer weld of the hat flange ring in its installed position. Before cutting the concrete reinforcing wire mesh the mesh shall be secured by welding it to the pipe. 5. The weld to the existing main shall be made with the main shut down and pressure released. 6. After the weld has been accepted and the reinforcing wire mesh reconnected to the pipe and hat flange, the joint area and exposed portion of the existing pipe shall be recoated with cement concrete. SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING; 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-09.3(23) Hydrostatic Pressure Test Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests to be taken by the Water Department. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. The Contractor may elect to contract with a City-approved lab for the tests. Contractor shall pay for purity tests as required by the City. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 18 January 29, 2024 Project Number: 20-3028 The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. SECTION 7-09.3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable "HACH" kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlorinate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651. This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent Cl), in Mill Creek/761"Ave. S. Culvert Improvement/Smith 7 - 19 January 29, 2024 Project Number: 20-3028 accordance with AWWA Standard C651. Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe laid, tested and approved and shall be along the pipe through fittings, valves, and couplings. "14 Inch, 18 Inch and 24 Inch O.D., 0.375 Inch Thick Steel Casing" will be measured by the linear foot of casing length installed. SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "Pipe Zone Bedding for Water Main" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Foundation Material, Class I and II for Water Main" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill fer `"' tee n" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected native materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. The unit contract price per lineal foot for " Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe" 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 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 20 January 29, 2024 Project Number: 20-3028 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, cement concrete thrust blocking, risers, elbows, pipe insulation, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. The unit contract price per lineal foot for "12 Inch Diameter HDPE Temporary Water Main Pipe" 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, cement concrete thrust blocking, risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. The unit contract price per linear foot for " Inch O.D., 0.375 Inch Thick Steel Casing" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the casing at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, hauling, dewatering, backfill and compaction (when native material is to be used), surface restoration, cleanup, casing spacers, installation of restrained joint water main pipe inside the casing (restrained joint water main pipe will be paid for under separate bid item), filling of annular space, incidental work and materials for a complete and fully encased restrained water main not otherwise included in these specifications, and additional costs for overtime work when working on weekends. AN Inch Connection to Existing Water Main" "12 Inch HDPE Connection to Ductile Iron Water Main" The unit bid price per each constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to wet tap the main or cut into the main and make the connection, complete in place as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, dewatering, all fittings, couplings, adapters, tapping valve with tapping sleeves, concrete blocking and disinfection. Costs for connection to the ends of existing pipes (water main extensions) including removal of existing concrete blocking, and connections to existing valves, crosses, and tees and similar fittings shall be included in this bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 21 January 29, 2024 Project Number: 20-3028 this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. The unit contract price per each for "Connect to Existing Pipe Outside Vault" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to make the connection to the pipe, complete in place as shown on the plans and described in the specifications. The unit contract price shall include but not be limited to excavation, removal of existing water pipe, dewatering, all pipe, fittings, couplings, adapters, concrete blocking and disinfection. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. The unit contract price per each for "2 Inch Blowoff Assembly" shall be full pay for all work to install the blowoff assembly, including but not limited to excavating, backfilling, laying and jointing the pipe, tapping the main, corporation stop, pipe and fittings, gate valve, meter box, testing, and cover and cleanup. Reference Kent Standard Plan 3-2, Temporary Hydrant Connection. The unit contract price per lump sum for "Abandon Existing Water Main" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to abandon the existing water main as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, removal of pipes, concrete blocking, or fittings, plugging and capping the main, backfilling and compaction. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. 7-10 DOUBLE BALL FLEXIBLE EXPANSION JOINTS 7-10.1 Description This Work consists of installing Double Ball Flexible Expansion Joints for water mains in accordance with the Plans, these Specifications, and the Standard Plans, at the locations shown on the Plans. 7-10.2 Materials Double ball flexible expansion joints shall be manufactured of ductile iron conforming to the material requirements of ASTM A536 and ANSI/AWWA C153/A21.53. Each double ball flexible expansion joint shall have flange end connections and be pressure tested prior to shipment against its own Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 22 January 29, 2024 Project Number: 20-3028 restraint to a minimum of 250 PSI. A minimum 2:1 safety factor, determined from the published pressure rating, shall apply. Each double ball flexible expansion joint shall consist of an expansion joint designed and cast as an integral part of a ball and socket type flexible joint, having a minimum per ball deflection of: 250, 4" - 8"; 200, 10" - 12"; 150, 14+" and 8-inches minimum expansion. The double ball flexible expansion fitting shall not expand or exert an axial imparting thrust under internal water pressure. The double ball flexible expansion fitting shall not increase or decrease the internal water volume as the unit expands or contracts. All internal surfaces (wetted parts) shall be lined with a minimum of 15 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C213. Sealing gaskets shall be constructed of EPDM. The coating shall meet ANSI/NSF-61. Exterior surfaces shall be coated with a minimum of 6 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C116/A21.16. Polyethylene sleeves, meeting ANSI/AWWA C105/A21.5, shall be included for direct buried applications. 7-10.3 Construction Requirements Double ball flexible expansion joints shall be installed with polyethylene sleeves per manufacturer's recommendations at the locations shown on the plans. 7-10.4 Measurement "12 Inch Diameter Double Ball Flexible Expansion Joint" will be measured per each installed double ball flexible expansion joint. 7-10.5 Payment The unit contract price per each for "12 Inch Diameter Double Ball Flexible Expansion Joint" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the double ball flexible expansion joint at the location shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, hauling, dewatering, backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include polyethylene encasement, disinfecting, flushing, testing, and additional costs for overtime work when working on weekends. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: Mill Creek/761"Ave. S. Culvert Improvement/Smith 7 - 23 January 29, 2024 Project Number: 20-3028 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves ................................. 9-30.3(1) Valve Boxes ................................. 9-30.3(4) Valve Marker Posts........................ 9-30.3(5) Valve Stem Extensions................... 9-30.3(6) All exposed pipe shall be wrapped with 2 inch thick glass fiber pipe insulation with 0.016 aluminum alloy cover or approved equal. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 24 January 29, 2024 Project Number: 20-3028 shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 25 January 29, 2024 Project Number: 20-3028 3-7. The unit price bid per each for "Replace Existing Valve Box Top Section and Lid" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. The unit bid price per each for "Replace Existing Valve Box Base Section" constitutes complete compensation for all labor, materials, tools, materials and equipment required to furnish and install the valve box base section per Kent Standard Plan 3-7. The costs of excavating, dewatering, removing and disposing of the existing valve box base section are included in this item. The unit bid price per each for "Valve Operating Nut Extender" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to furnish and install the valve nut extension per Kent Standard Plan 3-7. Valve nut extensions shall be placed where designated on the drawings or as directed by the Engineer. The cost of valve nut extenders for new 6" or 8" gate valves shall be included in the cost of the valves. The unit bid price per each for " Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to install the type and diameter of valve complete and in place, including but not limited to: verifying existing pipe type, location and fittings; furnishing and installing the gate valve and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. The unit contract price per each for "2 Inch Air Release Valve with Chamber" constitutes complete compensation for all work to supply and install the air release valve with chamber, including but not limited to excavating, backfilling, laying and jointing the pipe, tapping the main, corporation stop, pipe and fittings, gate valve, discharge riser, vault, testing, and cover and cleanup. Reference Kent Standard Plan 3-20. The unit contract price bid per each for "2 Inch Air Release Valve with Customized Chamber" shall be full pay for all work to supply and install the air release valve with customized chamber, including but not limited to installing an aluminum ARV cabinet, install secure brackets and Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 26 January 29, 2024 Project Number: 20-3028 hangers to bridge barrier, excavating, backfilling, laying and jointing the brass pipe, tapping the main, corporation stop, brass pipe and fittings, gate valve, discharge riser, pipe insulation between barrier wall and ARV cabinet, testing, and cover and cleanup. 7-14 HYDRANTS SECTION 7-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Fire Hydrants ...........................9-30.5 Hydrant Dimensions ..................9-30.5(2) Fire Hydrant Guard Posts ...........9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. SECTION 7-14.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.3(2)C Hydrant Guard Posts Concrete fire hydrant guard posts shall be furnished and installed with fire hydrants as directed by the Engineer. Guard posts shall be buried to a minimum depth of three feet (T). Guard posts shall not be set higher than the top of the fire hydrants, they shall be plumb, and where more than one post is used at a hydrant, they shall be set with their tops at the same elevation. Posts shall be located to leave a minimum 3-foot radius of unobstructed working area around the face of the fire hydrant. Final location of guard posts is subject to the approval of the Engineer. The exposed portion of the guard post shall be painted with two coats of approved white concrete paint. SECTION 7-14.3(3) IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(3) Resetting Existing Hydrants Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 27 January 29, 2024 Project Number: 20-3028 Where existing hydrants are shown on the plans for adjustments to conform to new street alignment or grade or installation of new utilities or all three, the hydrant shall be relocated without disturbing the location of the hydrant lateral tee at the main. 7-14.4 Measurement "Remove Existing Hydrant Assembly" will be measured per each existing hydrant assembly removed. SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-14.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit bid price per each for "Hydrant Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnishing and installing fire hydrant assemblies, including, but not limited to: the 6-inch fire hydrant, the 6-inch resilient wedge gate valve, the valve box, the 6-inch diameter ductile iron pipe joining the gate valve to the fire hydrant, furnishing and installing the main line tee, all costs for shackles, rods, concrete blocking, gravel backfill, painting, guard posts and anything else required for the complete installation and testing of the hydrant assembly as specified. Reference Kent Standard Plan 3-1. The unit contract price per each for "Resetting Existing Hydrants" constitutes complete compensation for all labor, material, and equipment necessary or incidental to the resetting of existing hydrants, including, but not limited to new pipe, fittings, flushing, guard posts, disinfecting, testing, shackling, painting, and reconnecting to the main. Guard post installation for fire hydrants shall be considered incidental to fire hydrant work of all kinds, unless a specific bid item for guard posts is listed in the proposal. The unit contract price per each for "Remove Existing Hydrant Assembly" shall be complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove the existing hydrant assembly, as shown on the plans and described in these specifications. The unit contract price shall include but not be limited to excavation, dewatering, and hydrant assembly removal and disposal. The unit contract price also includes delivery of the removed hydrant to the City if the City decides to salvage the removed hydrant. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 28 January 29, 2024 Project Number: 20-3028 This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles.................................9-30.6(1) Corporation Stops...................9-30.6(2) Polyethylene Tubing ................9-30.6(3)B Service Fittings.......................9-30.6(4) Meter Setters .........................9-30.6(5) Meter Boxes...........................9-30.6(7) Water Meters .........................9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 29 January 29, 2024 Project Number: 20-3028 The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing 9-30.6 Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 and 3-11. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 30 January 29, 2024 Project Number: 20-3028 not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a "tail run" section of service pipe two feet long from the water meter setter to the property or easement line. This "tail run" section shall have a union fitting on the end of the "tail run", shall be indicated with a 2 x 4 stake marked with the legend "WATER" and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-12. This work includes connection to the customer's service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 31 January 29, 2024 Project Number: 20-3028 Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 32 January 29, 2024 Project Number: 20-3028 Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Service Connection Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10 and 3-11. The unit contract price per each for "Service Connection" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the domestic water service pipe including but not limited to; all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. The unit contract price per each for "Adjust Existing Meter Box to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. The unit contract price per each for "Relocating Water Meter Assembly" constitutes complete compensation for relocation of existing water meter assembly including, but not limited to, removing and cleaning the meter assembly, reinstalling the meter assembly at the location shown on the plans, reconnecting to the service line pipe, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection and testing of the service connection. The unit contract price per each for "Relocate Reduced Pressure Backflow Assembly" constitutes complete compensation for relocation of existing reduced pressure backflow assembly including, but not limited to, removing and cleaning the enclosure and assembly, reinstalling the enclosure and assembly at the location shown on the plans, reconnecting to the service line pipe, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection and testing of the service connection. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 33 January 29, 2024 Project Number: 20-3028 The unit contract price per each for "Abandon Existing Water Service" shall be full pay for performing the work as specified including excavation, backfill and compaction. The Contractor shall expose, shut off, and plug the corporation stop at the main, and cap the service line. Bank run gravel, crushed surfacing and asphalt shall be paid under their appropriate contract items. The unit contract price per linear foot for "Water Service Line Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection to existing meters and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. The unit contract price per each for " Inch Water Meter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of new water meters including, but not limited to excavation, backfill, fittings and adaptors, testing, flushing and disinfection. The unit contract price per each for " Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of new meter setters including, but not limited to connecting the service lines, connecting to "tail runs", excavation, backfill, fittings and adaptors, testing, flushing and disinfection. The unit contract price per each for "Meter Box for Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box and cover including, but not limited to excavation, backfill, and setting to grade. The unit contract price per each for Inch Compound Meter Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of the compound meter assembly including, but not limited to excavation, bedding, meter supports, ductile iron pipe, pipe fittings and adaptors, gate valves, water meter, utility vault, connection to the service lateral, connection to the customer's service line, testing, flushing, and disinfection. The unit contract price per each for Reduced Pressure Backflow Assembly Less than 3 Inch Diameter and Enclosure" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new reduced pressure backflow assembly and enclosure as shown on the plans and per Kent Standard Plan 3-14a and described in these specifications including, but not limited to excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, testing and setting to grade. Mill Creek/761h Ave. S. Culvert Improvement/Smith 7 - 34 January 29, 2024 Project Number: 20-3028 7-17 SANITARY SEWERS SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.2 Materials All sewer pipe for this project shall be solid wall PVC (Polyvinyl Chloride), SDR 35, conforming to Section 9-05.12(1) of the WSDOT Standard Specifications or ductile iron pipe, Class 50 conforming to Section 9-05.13 of the WSDOT Standard Specifications. All sewer pipe fittings shall be of the same materials as the pipe. 7-17.3 Construction Requirements SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(1) Protection of Existing Sewerage Facilities The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City Council acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)A General All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the City. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 35 January 29, 2024 Project Number: 20-3028 SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air Permeable Materials All testing shall be verified by the City Inspector. All sewer mains and appurtenances shall be air pressure tested for leakage in accordance with Section 7-17 of the WSDOT Standard Specifications as modified by the following: Procedure for Air Testing Sanitary Sewer Lines For PVC and Ductile Iron Pipe - The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. The equipment and personnel shall be subject to the approval of the Engineer. The Contractor may desire to make an air test prior to backfilling for its own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or ends of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternates, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. Immediately following pipe cleaning, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further. Then, disconnect the air supply and wait until the pressure drops to 3.5 psig greater than the average back pressure of groundwater. The pressure shall be held to the time indicated on the attached tables. Groundwater Pressure p = 0.4332 (z) z = Distance between groundwater surface and centerline of pipe in feet. p = Average back pressure of groundwater above the centerline of the pipe in psi. If the pipe installation fails to meet these requirements, the Contractor shall determine at its own expense the source or sources of leakage, and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 7 - 36 January 29, 2024 Project Number: 20-3028 Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8-inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring_ Proper precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 V U 0 0 40 80 118 158 198 238 278 316 Z 50 70 110 150 190 228 268 308 348 356 00 w 100 140 180 220 260 300 338 374 372 368 LL LL 150 212 250 290 330 370 390 386 382 378 0 UJ 200 282 322 360 400 404 398 394 390 386 = W H 250 352 392 1 428 418 410 1 404 400 1 396 392 Z a 300 422 440 430 422 416 410 404 400 396 LU 350 454 442 434 426 420 414 410 404 402 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 M H 50 110 150 190 228 268 308 348 384 380 C W 100 220 260 300 338 378 418 420 414 406 74 LL LL 150 330 370 410 448 466 454 444 434 428 0 w 200 440 480 514 496 482 470 460 450 444 M 250 550 542 522 506 494 482 472 464 456 z a 300 566 544 528 514 502 492 482 474 466 350 566 548 534 520 508 494 490 482 474 J 400 566 550 538 526 514 504 496 488 482 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) W 0 50 100 150 200 250 300 350 400 LL C a 0 0 40 80 118 158 198 238 278 316 a 50 158 198 238 278 316 356 396 416 408 2 = U 100 316 356 396 436 476 492 476 464 454 Z 150 476 514 554 566 544 526 510 496 486 � N 200 634 642 612 584 566 550 534 522 510 74 250 680 650 624 602 582 566 552 540 528 Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 37 January 29, 2024 Project Number: 20-3028 300 680 654 632 612 596 580 566 554 544 350 680 658 638 620 604 590 578 566 556 400 680 660 642 626 612 600 588 576 566 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 Z 0 0 40 80 118 158 198 238 278 316 P 50 248 288 326 376 406 446 486 476 462 Ln w 100 496 534 574 614 624 596 572 552 530 Tq LL LL 150 742 782 742 704 672 646 624 604 586 C W 200 850 804 766 732 704 680 658 640 624 � 250 850 812 780 752 726 704 684 666 652 Z a 300 850 818 790 766 742 722 704 688 672 w 350 850 822 798 776 756 736 720 704 690 J 400 850 826 804 784 766 748 732 718 704 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 W 0 0 40 80 118 158 198 238 278 316 +4 w 50 356 396 436 476 314 554 566 544 526 LL C � 100 712 752 792 794 748 710 680 654 632 = uwa 150 1020 952 896 850 810 778 748 722 700 H 200 1020 968 922 884 850 820 794 770 748 a 250 1020 978 940 906 876 850 826 804 784 Z J V 300 1020 984 952 922 896 872 850 830 810 Z 350 1020 990 960 916 912 890 868 850 832 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) le 0 50 100 150 200 250 300 350 400 N W 0 0 40 80 118 158 198 238 278 316 U. a 50 634 674 712 752 792 794 748 710 680 0 a u 100 1268 1246 1156 1082 1020 968 922 884 850 H U 150 1360 1282 1214 1156 1106 1060 1020 984 952 Z Z 200 1360 1300 1246 1200 1156 1118 1082 1050 1020 Ui 250 1360 1312 1268 1228 1190 1156 1124 1096 1068 300 1360 1320 1282 1246 1214 1184 1156 1130 1106 Mill Creek/76th Ave. S. Culvert Improvement/Smith 7 - 38 January 29, 2024 Project Number: 20-3028 350 1360 1324 1292 1262 1232 1206 1180 1156 1134 400 1360 1330 1300 1272 1246 1222 1200 1178 1156 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)H Television Inspection All new sanitary sewer extensions shall be TV camera inspected by the City Operations Division prior to acceptance. All construction must be completed and approved by the inspector prior to the TV inspection. All manholes shall be channeled, and grade rings set in place prior to TV inspection by the City. The casting and top grade ring, do not have to be mudded in until after the final grade is established. SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-17.3(2)I Vacuum Testing of Sanitary Manholes All new sanitary sewer manholes shall be vacuum tested by the City Operations Division prior to acceptance to ensure it is air-tight and not susceptible to infiltration. On projects with more than one manhole, the Contractor shall have all of the manholes ready for testing prior to scheduling the air-testing with the project inspector. Manholes will not be considered ready for testing until all grouting has been performed and the frame and cover have been grouted in place. It is the responsibility of the Contractor to ensure all manholes are ready for testing prior to scheduling the testing through the inspector. Manholes not ready for testing shall receive a failing mark and a re-test shall be scheduled through the inspector once the manhole is ready. All retests after failure shall be at the Contractor's expense. The Contractor shall bear all costs for correction of deficiencies found during the vacuum testing, including the actual or overtime costs of city crew for additional vacuum testing to verify the correction of deficiencies. SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment "PVC Sewer Pipe, Inch Diameter" "Ductile Iron Sewer Pipe, Inch Diameter Class 52 Unlined" 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. Mill Creek/761"Ave. S. Culvert Improvement/Smith 7 - 39 January 29, 2024 Project Number: 20-3028 The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; coordination for TV inspection, additional costs for overtime work when working on other than normal working hours, and any sewage bypass systems used. 7-18 SIDE SEWERS 7-18.3 Construction Requirements SECTION 7-18.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-18.3(1) General For new construction the Engineer will contact all property owners in advance of any construction of either lateral or side sewers, and shall, for the convenience of the Contractor, locate them in the field. Such locations shall be marked by a stake or other suitable marker. The Contractor shall be responsible for locating a "tee" in the main line opposite each marker and shall construct a side sewer to terminate, as nearly as practical at the property line or permanent easement line as shown on the plans. All side sewers shall terminate as specified above and shall be capped and blocked to the satisfaction of the Engineer. In the event the side sewer is a common side sewer, each branch shall be made and capped as described above. SECTION 7-18.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-18.3(6) Existing Side Sewers For sewer replacement projects where side sewer locations have not been indicated on the plans, it shall be the Contractor's responsibility to field verify the location of existing side sewers. Also, the Contractor shall verify the actual location of existing side sewers that are indicated on the plans. Once the existing side sewer is exposed, the Contractor shall field inspect the side sewers to determine the size and type of pipe and then furnish the required pipe, adaptors, couplings and fittings that are necessary to make the reconnections. All openings to any abandoned side sewer that is exposed during construction, shall be plugged by the Contractor. The plug shall be watertight and shall meet with the approval of the Engineer. SECTION 7-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-18.5 Payment Mill Creek/76t'Ave. S. Culvert Improvement/Smith 7 - 40 January 29, 2024 Project Number: 20-3028 The unit contract price per lineal foot for the side sewer pipe of the various kind and size specified shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; vacuum testing coordination for TV inspection, additional costs for overtime work when working on weekends, and any sewage bypass systems used. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 7 - 41 January 29, 2024 Project Number: 20-3028 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/7611 Ave. S. Culvert Improvement/Smith 8 - 1 January 29, 2024 Project Number: 20-3028 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. Annual Stream Flows Hydraulic modeling was performed with the following flows showing that roadway flooding within the project area begins under existing conditions between 110 and 192 cubic feet per second (cfs) For context, water surface elevations in Mill Creek under existing conditions are shown in Table 1 below. Table 1. Estimated Water Surface Elevations Water Surface Water Surface Recurrence Upstream Elevation Under Downstream Elevation Under Interval 76th Ave Existing 76th Ave Existing Flow(cfs) Conditions (feet, Flow(cfs) Conditions (feet, NAVD88) NAVD88 1 -year 53 29.4 110 29.1 2 -year 75 31.8 192 31.2 The contractor shall expect ponding in the stream due to downstream sediment accumulation beyond the project limits. See 8-31.3(2)B for additional information. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 2 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 3 January 29, 2024 Project Number: 20-3028 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 SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. 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. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 4 January 29, 2024 Project Number: 20-3028 Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per 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 price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 5 January 29, 2024 Project Number: 20-3028 discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. 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 Wood Cellulose Fiber ................................ 9-14.5(10) Erosion Control Devices ............................ 9-14.6 Plant Materials ........................................ 9-14.7 Street Trees............................................ 9-14.7(1)A Stakes, Guys and Wrapping....................... 9-14.8 Tree Ties ................................................ 9-14.8(1) Water for Plants....................................... 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 6 January 29, 2024 Project Number: 20-3028 debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5)A Seeding Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting, 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) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8)C Pruning, Staking, Guying, and Wrapping Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 7 January 29, 2024 Project Number: 20-3028 Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. 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)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 8 January 29, 2024 Project Number: 20-3028 with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 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. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 9 January 29, 2024 Project Number: 20-3028 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 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 Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 10 January 29, 2024 Project Number: 20-3028 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(l1)A IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11)A Mulch for Seeding Areas Wood cellulose fiber mulch conforming to Section 9-14.5(10) e€the Standard Specificatiens 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 8-02.3(11)B IS REVISED AS FOLLOWS: 8-02.3(11)B Bark or Woodchip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." Add "A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application." 8 02.3(13) Plant Establishment years. The peFied of maintenance shall begin upon final installatien an-d Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 11 January 29, 2024 Project Number: 20-3028 ef and subsequent written net.ficatien by the Engineer. i iweeding, The Genti=aeter- shalm water- all trees and shrubs a n9iningung ef enee per- week during the menths of june threugh SeptengbeF to establish the SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.4 IS SUPPLEMENTED BY REMOVING THE FOLLOWING: Plant establishment requirements and replacements will not be measured separately. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per each for "PSIPE if constitutes complete compensation for all labor, materials, tools and equipment necessary for providing and planting and staking street trees and shrubs in accordance with the plans and the Kent Special Provisions. This item includes but is not limited to prepare the planting area; remove obstacles; excavation; backfill and compaction; mulch; fertilizer; watering; tree ties and stakes; providing, installing and filling tree watering bags; and for watering and maintaining for a period of not less than two calendar years. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 12 January 29, 2024 Project Number: 20-3028 The unit contract price per linear foot for "Root Barrier 24-Inch Depth" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and install the root barrier as shown on the plans and as specified herein. The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Wood Chip Mulch" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. The unit contract price per square foot for "Landscape Fabric and River Rock" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and install 0.12mm landscape fabric and 1 inch - 2 1/2 inch size river rock, nominal depth of rock 3 inches such that fabric is not visible in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for installing the fabric, a fd spreading the river rock around vaults and cleanup of work area. The unit contract price per force account for "Miscellaneous Landscaping Restoration" constitutes complete compensation for all labor, materials, tools and equipment necessary for replanting those areas where landscaping was removed or damaged to facilitate the construction. This item includes, but not limited to shrubs, deciduous or coniferous trees and ground cover for the restoration. A list of those plant material items requiring replacement, due to the construction activities by the Contractor, shall be provided by the Contractor to the Engineer for approval prior to installation. The unit contract lump sum price for "Remove and Reinstall Landscape Rock" constitutes complete compensation for all labor, materials, tools and equipment necessary to remove and reinstall landscape rock as shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for spreading the rock around vaults and cleanup. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-03.1 Description This Work includes temporary irrigation systems. Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 13 January 29, 2024 Project Number: 20-3028 SECTION 8-03.3(1) IS REVISED AS FOLLOWS: Contractor shall design the temporary irrigation system for all planting areas shown on Drawings L1 to L4. The design shall incorporate irrigation equipment shown in the Plans or approved equal. Approved equal equipment can be sourced from Rain Bird Corporation, Hunter Industries Incorporated, or The Toro Company. Rain Bird Corporation, Azusa, California www.rainbird.com Hunter Industries Incorporated, San Marcos, California www.hunterindustries.com The Toro Company, Bloomington, Minnesota https://www.toro.com/en Contractor shall submit Contractor-Design Plans and equipment specifications for review and approval prior to planting operations. Location of pipe, tubing, irrigation heads, valves, cross-connection devices, irrigation sleeves and other equipment shall be shown in the Contractor-Design Plans provided by the Contractor. The Temporary Irrigation System shall be designed with head-to-head coverage. Potable water supplies shall be protected against cross-connections in accordance with applicable regulations for the Washington State Department of Health and the local health authority. SECTION 8-03.3(2) IS DELETED IN ITS ENTIRETY SECTION 8-03.3(4) IS REVISED AS FOLLOWS: 8-03.3(4) Irrigation Water Service All water meter(s) shall be installed by the serving utility in accordance with Special Provision Section 9-30.6(8). It shall be the Contractor's responsibility to: 1. Contact the serving utility to schedule the water meter(s) installation; 2. Connect the irrigation system to the water meter. Construction activities for irrigation water service connections shall be in accordance with the serving utility's Service Agreement. The Contractor will be responsible for all costs for the installation of the water meter(s) by the serving utility and water consumption needed for temporary irrigation system installation including initial flushing and testing. Costs for water consumption after initial testing of the system will be the responsibility of the Contractor through the Plant Establishment period. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 14 January 29, 2024 Project Number: 20-3028 Temporary irrigation system and water meter shall be removed and decommissioned by the Contractor/serving utility once plant establishment is complete. SECTION 8-03.3(5) IS REVISED AS FOLLOWS: 8-03.3(5) Irrigation Electrical Service Electrical service will not be required for the temporary irrigation system. Control valves will be operated with battery power controllers. SECTION 8-03.3(5) IS REVISED AS FOLLOWS: 8-03.3(7) Piping Temporary irrigation main line shall be a minimum of 18 inches below finished grade measured from the top of the pipe or as shown in the Plans. Lateral lines shall be installed and secured by staking on grade. All lines shall be placed a minimum of 3 feet from the edge of walls, fences, and traffic barriers. Pipe pulling will not be allowed for installation and placement of irrigation pipe. Pipe trenches shall not be backfilled until hydrostatic pressure testing is completed and accepted by the Engineer. All plastic materials shall be protected from direct sunlight in accordance with Section 1-06.4. SECTION 8-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation System Removal, Repair and/or Modification" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials, and equipment necessary to repair impacted irrigation systems to create a completely restored system as described above and as approved by the Engineer. This item also includes all costs to submit plans and obtain approval from the City as required for the work to be completed. For the purpose of providing a common proposal for all bidders, the City has entered an estimated amount for force account for this item in the proposal to become part of the total bid by the Contractor. The unit contract price per linear foot for "Supply and Install 4 Inch Diameter Schedule 80 PVC Conduit" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe and 1/4 inch diameter nylon pull rope 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, backfill and compaction (when Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 15 January 29, 2024 Project Number: 20-3028 native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, elbows, 1/4 inch diameter nylon pull rope, caps and additional costs for overtime work when working on weekends. "Temporary Irrigation System", lump sum. All costs for furnishing, installing, and operating the temporary irrigation system as detailed in the Plans shall be included in the lump sum price for the complete temporary irrigation system. This includes all costs for providing and installing a 1-inch meter as shown in the Plans, costs for water consumption, all inspections, tests performed on cross-connection control devices, system maintenance and repair, annual winterization and startup, removal, and design of the system. As the temporary irrigation system is installed, the payment schedule will be as follows: 1. Payment will be made in proportion to the amount of Work performed up to 85 percent of the unit Contract price for temporary irrigation system when the temporary irrigation system is completed, tested, inspected, and fully operational. 2. Payment shall be increased to 95 percent of the unit Contract price for temporary irrigation system upon completion and acceptance of the first-year plant establishment. 3. Payment shall be increased to 100 percent of the unit Contract price for temporary irrigation system upon completion and acceptance of temporary irrigation system removal, the utility account is closed, and all bills for water consumption are paid. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.8(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Asphalt Extruded Curb" "Pedestrian Curb" "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 16 January 29, 2024 Project Number: 20-3028 "Cement Concrete Roadway Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. "Parallel Curb Ramp Type A" "Combination Curb Ramp" The unit contract price per each for the above items shall be considered complete compensation for all materials, labor, tools and equipment necessary to install the curb ramps with detectable warning surface as shown on the drawings and in accordance with the Kent Special Provisions. Crushed Surfacing Top Course and Gravel Borrow as required shall be paid for under separate bid items. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 17 January 29, 2024 Project Number: 20-3028 Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73 and/or 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit Mill Creek/76t'Ave. S. Culvert Improvement/Smith 8 - 18 January 29, 2024 Project Number: 20-3028 of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing traffic plastic curb with flexible posts. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials Plastic Curb shall be "Impact Recovery Systems- Tuff Curb" or approved equal. Flexible Post shall be "Impact Recovery Systems- Tuff Post -Flexible Posts" or approved equal. The flexible posts shall be consisting of a post and fixed base connected by anti-twist reactive spring assembly to return the post to upright position after impact. The post shall be manufactured by flexible polypropylene plastic, 2.375- inch diameter, yellow color, and 36-inch height with black cap on Tops, with two bands of diamond grade yellow reflective bands. Plastic Curb section shall be (40"x12"x3.5") consisting of yellow curb with two yellow raised pavement markers, and fixed bases. One flexible post shall be installed in each plastic curb section. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements Plastic Curb and Flexible post components shall be installed and connected together according to the manufacturer's instructions. Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 19 January 29, 2024 Project Number: 20-3028 The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. The plastic curb shall be installed by using anchors. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement Plastic curb shall be measured by linear foot along the line of complete plastic curb including the tapered end cap. Flexible post shall be installed in each section of plastic curb or every 40 inches. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.5 Payment The unit contract price per linear foot for "Plastic Curb and Flexible Post" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the plastic curb with end caps and flexible post as shown on the drawings and in accordance with the Kent Special Provisions. 8-11 GUARDRAIL SECTION 8-11.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.2 Materials All steel guardrail posts shall be W6x9 galvanized steel posts or approved equivalent. All composite block shall be King Block 2005 or approved equivalent. Crash cushion attenuating terminal shall be CAT-350 as manufactured by Trinity Highway Products, LLC. SECTION 8-11.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.3(1)C Terminal and Anchor Installation Assembly and installation of crash cushion attenuating terminals shall be supervised at all times by a manufacturer's representative, or an installer who has been trained and certified by the manufacturer. A copy of the installer's certification shall be provided to the Engineer prior to installation. Assembly and installation shall be in accordance with the manufacturer's recommendations. SECTION 8-11.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.5 Payment "Beam Guardrail Anchor (Type 31) Type 10" per each. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 20 January 29, 2024 Project Number: 20-3028 "Beam Guardrail Anchor Type 31 N Buried Terminal Type 2" per each. "Beam Guardrail Non-Flared Terminal (Type 31)" per each. The unit Contract price per each shall be full payment for all costs to obtain and provide materials and perform the Work as described in Section 8-11.3(1)C. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium brush finish. SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 21 January 29, 2024 Project Number: 20-3028 Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove Fence," per linear foot. "Remove and Relocate Fence," per linear foot. "Remove and Restore Fence," per linear foot. "Temporary Fencing," per linear foot. "Install New 6 Feet Chain Link Fenee and Gate" PeF linear- f 8-13 MONUMENT CASES SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.1 Description This work also consists of adjusting existing monument case by placing risers with appropriate height and diameter to finished grade. The existing monument shall not be disturbed. This work also includes referencing for future locates prior to construction activities. SECTION 8-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.3 Construction Requirements The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument's case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 22 January 29, 2024 Project Number: 20-3028 8-13.4 Measurement Measurement per each for "Install New Riser for Monument's Case and Cover to Finished Grade" will be by the unit of each new monument's riser installed. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72. The unit contract price per each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 23 January 29, 2024 Project Number: 20-3028 The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Placement of detectable warning surfaces (DWS) shall be in accordance with the manufacturer's recommendation. The Contractor shall propose for approval one of the detectable warning surface products listed in the WSDOT Qualified Product List as allowed herein. For new curb ramp construction, DWS shall be placed in fresh concrete before the concrete has reached initial set. For hardened cement concrete or asphalt pavement surface, DWS shall be fabricated in place. Pre-formed DWS panels designated for setting on hardened surfaces are not approved for use. Vertical edges of the detectable warning surface shall be flush with the adjoining surface to the extent possible (not more than 1/4 inch above the surface of the pavement) after installation. The detectable warning surface shall be continuously two feet wide along curb ramp radii with no gaps and shall be yellow matching the color of"Standard Interstate Yellow" paint as specified in Formula K-2-83. Black detectable warning surface may be used when specified on the plans or at the direction of the Engineer. The edge of the DWS shall be at the face of curb at cut- through islands and at the back of curb at curb ramps. Embossing or stamping the wet concrete to achieve the truncated dome pattern shall not be allowed. The following pertains only to Detectable warning surface (DWS)/truncated domes placed on asphalt surfaces or as approved by the Engineer. DWS placed on asphalt or an existing surface shall be non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications and may not create a vertical discontinuity exceeding 0.25 inches. Thermoplastic or pre-formed will not be permitted. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 24 January 29, 2024 Project Number: 20-3028 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk 4 Inch Depth" per square yard "Cement Concrete Sidewalk Ramp Type ," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS; 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING; The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. SECTION 8-18.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.4 Measurement "Remove and Reset Existing Mailbox" will be measured per each mailbox support relocated and installed in its permanent location including all the mailboxes on the support. No payment will be made for installing the mailbox support in a temporary location. The installation of the mailbox support in a temporary location shall be considered incidental to the bid item price. SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Mill Creek/76th Ave. S. Culvert Improvement/Smith 8 - 25 January 29, 2024 Project Number: 20-3028 8-18.5 Payment The unit contract price per each for "Remove and Reset Existing Mailbox with New Post" shall constitute complete compensation for all labor, materials, tools, supplies, and equipment necessary to remove and reset the existing mailbox and support with any newspaper box as shown on the plans and described in the specifications. This item includes resetting at a temporary location with an existing post and later resetting at the new permanent location with a new metal post. The bid item price shall include all bolts, concrete foundation, and all other materials needed. The unit price shall include all coordination with the property owner and the post office. The temporary and the new permanent locations for the mailbox shall be approved by the engineer prior to the installation. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Electronically provide photometric curve data in IES format. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 26 January 29, 2024 Project Number: 20-3028 The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH; The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS; 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS; 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 27 January 29, 2024 Project Number: 20-3028 ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoT"' Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment "Junction Box, Type 1" "Junction Box, Type 8" The unit contract price per each for above items constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment to furnish and install the junction box to final grade where noted on the plans or directed by the Engineer. Junction box lid shall be non-skid surface with locking lids and shall be tap welded. Any adjustments made prior to the final finished elevation shall be considered incidental. This work includes, but shall not be limited to excavating, installation, backfilling, compaction and clean up. The unit contract price per each for "Adjust Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 28 January 29, 2024 Project Number: 20-3028 labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Remove and Salvage Luminaire" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove and dispose or salvage the existing luminaire poles in accordance with Section 2-02.3 of the Kent Special Provisions. Bid item also includes removal and disposal of the foundations, junction boxes and all other appurtenances as well as backfilling the foundation hole. The unit contract price per each for "Install Salvaged Luminaire with Foundation, Complete" constitutes complete compensation for all materials, labor and equipment required to install the salvaged luminaire as shown on the plans including but not limited to: conduit, wiring to the fuse holder, fuse kits, breakaway coupling, concrete foundation, excavation, backfilling compacting and other items as specified. This bid item also includes Labor and Industries inspection, electrical, testing and miscellaneous items necessary to provide a complete and fully operational luminaire. The unit contract price per linear foot for"Illumination Wire - 6/3 BLACK STRANDED AL ERSKINE URD TRIPLEX CABLE" shall constitute complete compensation for all supplies, labor, tools, materials and equipment necessary to supply and install the aluminum wire in the conduit as shown on the plans and described in the specifications. This price includes connection to the service panel and in the junction boxes for a complete connected and operating lighting system. The unit contract price per each for "Install New Luminaire with Foundation, Complete" constitutes complete compensation for all materials, labor and equipment required to install a new luminaire as shown on the plans including but not limited to: aluminum lighting standard, luminaire including hardware, photoelectric control, conduit, wiring to the fuse holder, fuse kits, breakaway coupling, concrete foundation, excavation, backfilling compacting and other items as specified. Labor and Industries electrical, and any other items required for the fully functional Illumination System is included in this bid item. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. The unit contract price per each for "Install New Luminaire on Bridge Barrier" constitutes complete compensation for all materials, labor and equipment required to procure and install a new luminaire on the bridge barrier as shown on the plans including but not limited to: aluminum lighting standard, luminaire including hardware, photoelectric control, conduit, wiring to the fuse holder, fuse kits, breakaway coupling, and Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 29 January 29, 2024 Project Number: 20-3028 other items as specified. Labor and Industries electrical, and any other items required for the fully functional luminaire is included in this bid item. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational luminaire. "Supply and Install 2 Inch Diameter Schedule 80 PVC Conduit" "Supply and Install 4 Inch Diameter Schedule 80 PVC Conduit" The unit contract price per lineal foot for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment to provide treneh and install the conduit as shown. The bid price includes but is not limited to furnishing and installing the tracer wire, 1/4 inch diameter nylon pull rope, excavatien of unsuitable ngater-ma47 hauling, conduit placement, backfill44 g-,, and compaction (when native material is to be used), surface restoration, and clean up. 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 (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 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new Telespar metal posts as detailed in Standard Plans 6-82a-6-84, unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 30 January 29, 2024 Project Number: 20-3028 equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. The contract price per each for "Raise Existing Business Sign" constitutes complete compensation for all labor, tools, materials, hardware, supplies and equipment necessary to raise the existing sign shown on the plans. This bid item includes but is not limited to: raising of concrete foundation, adjusting electrical connections, backfilling, sealing and all other work and materials needed to provide a complete sign. The unit contract price per each for "Remove and Reinstall Traffic Signs" constitutes complete compensation for all labor, tools, materials, hardware, supplies and equipment necessary to remove the existing signs, protect and store, and reinstall on new posts per 8-21.3(5) in these specifications and as outlined in the plans. The unit contract price for "Remove and Reinstall Flagpole with New Foundation" constitutes complete compensation for all labor, tools, materials, hardware, supplies and equipment necessary to remove the existing flagpole and reinstall on a new foundation as shown on the plans. The bid item includes but is not limited to: excavating, dewatering, new concrete foundation, back fill and any other miscellaneous items necessary. The bid item price includes an approved engineered foundation design by a licensed engineer. The contract price for "Remove and Reinstall Business Sign" constitutes complete compensation for all labor, tools, materials, hardware, supplies and equipment necessary to remove the existing business sign and reinstall it according to the plans and these specifications. The bid item includes but is not limited to: Storing and protecting sign after removal, removal of existing foundation, new concrete foundation, removing and reinstalling any electrical connections. Reinstallation on the bridge barrier shall be considered incidental to other bridge items, see section 6-02.5 of these specifications. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of 2-feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. Crosswalk stripes shall be aligned to avoid the wheel path of through traffic. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 31 January 29, 2024 Project Number: 20-3028 A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Paint shall only be used when applying the following application. • Temporary Pavement Marking Long Duration • Repainting of existing paint lines • Painting curb Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines (24 inch wide) • Plastic Stop Lines (12 inch wide) • Parking Stall Lines Type B (Pre-Formed Fused Thermoplastic) plastic material is not allowed. Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings (applies to profiled plastic as well). • Plastic Traffic Arrows • Plastic Traffic Letters and Numbers • Profiled Plastic lane lines • Plastic flat long lines • Profiled Plastic wide lane lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines • Railroad Crossing Symbol (unless otherwise specified) • HOV Symbol • Plastic Speed Cushion and Raised Crosswalk markings MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Plastic Bike Lane Lines applied in sidewalk • Plastic Bike Lane Symbols • Plastic Green Bike Lane lines Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 32 January 29, 2024 Project Number: 20-3028 • Single Solid Plastic Edge Line applied in sidewalk • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 OF (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(540C), and show no deformation or flaking at temperatures between -10 IF to 140 OF (- 23 °C to 60 IC). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. All traffic pavement marking letters and numerals shall be 8-feet high per WSDOT Standard Plan M-80.10-01 and M-80.20-00 for high-speed application (regardless of the posted speed limit of the street), with the exception of the "R" in the railroad crossing symbol which shall be as shown on Kent Standard Plan 6-78. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 33 January 29, 2024 Project Number: 20-3028 SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-22.3(A) MMAX AREA MARKINGS WITH CORUNDUM MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non- slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer's specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING's will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life N15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40°F to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties: Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre- packaged bags or pails. Catalyst: Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 34 January 29, 2024 Project Number: 20-3028 Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40- 100°F, and should be 50F above the dew point temperature with less than 75% relative humidity. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Approval by the Engineer is required before the placement of permanent pavement marking. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 35 January 29, 2024 Project Number: 20-3028 On new concrete street pavement, the location of lane lines shall be adjusted such that placement is not at panel seams. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). Typically, MMAX AREA MARKINGS WITH CORUNDUM material applied to new HMA pavement requires a pavement cure period of 15 days and MMAX AREA MARKINGS WITH CORUNDUM material applied to new Portland cement concrete pavement requires a pavement cure period of 30 days. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two-way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting Mill Creek/7611 Ave. S. Culvert Improvement/Smith 8 - 36 January 29, 2024 Project Number: 20-3028 of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Painted Curb - A SOLID stripe, white or yellow or red, wide enough to fully cover the curbing without over spraying onto the pavement. Crosswalk Stripe - A series of pairs of parallel SOLID WHITE lines, minimum 8-feet long as shown in Kent Standard Plan 6-75M and/or plans. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be entirely contained within the width of the crosswalk. Double Dotted Extension Line - Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot lines and a 6-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Diagonal Line (Cross hatch) - A single solid white line 4 inches wide used for striping no vehicle areas. Crosswalk Stripe - A series of two feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3(3)F Application Thickness Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 37 January 29, 2024 Project Number: 20-3028 All markings shall meet the thickness requirements for flat/transverse & symbol for the various type of paint or plastic material. SECTION 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(4)A Tolerances For Traffic Letters and Symbols Traffic Letters - The letter's width of field of a marking shall not be less than specified in the WSDOT Standard plans specified in the Contract or greater than specified plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch variation in width. Seam and overlap of plastic marking material are not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that are 12 inches or greater. Gap between passes of plastic material to form traffic letters will not be allowed. Symbols — The dimension of the symbols shall be not less than specified in the in the Contract or greater than specified dimensions plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch width variation. Seam and overlap of plastic marking material is not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that have width 12 inches or greater. Gap between passes of plastic material to form symbols will not be allowed. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment shall be allowed for removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology and/or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 38 January 29, 2024 Project Number: 20-3028 or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement The measurement for all painted and plastic lines will be based on the total length the line installed. No deduction will be made for the unmarked area when the marking includes a broken line. No additional measurement will be made for more than one line such as double yellow centerline and TWLTL. No additional measurement for payment will be mode for the required second application of paint. No additional measurement for payment will be made for additional application required to meet thickness reequipment for plastic markings. Traffic arrows, traffic letters, HOV symbols, railroad crossing symbols, bicycle lane symbols will be measured per each. The measurement for "Painting Traffic Curb" will be based on the total length of painted curb. No additional measurement will be made for curbing painted on both sides of the curbing. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Painted Yellow Curb," per linear foot. "Profiled Plastic Wide Lane Line," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Painted Skip Lane Line," per linear foot "Profiled Plastic Hag Lane Line," per linear foot "Plastic Edge Lane Line," per linear foot "Painted Edge Lane Line," per linear foot "Profiled Plastic Double Yellow Centerline," per linear foot "Painted Double Yellow Centerline," per linear foot "Profiled Plastic TWLTL Line," per linear foot "Plastic TWLTL Line," per linear foot "Painted TWLTL Line," per linear foot "Profiled Plastic Dotted Line," per linear foot "Plastic Stop Line (24 inch widej," per linear foot Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 39 January 29, 2024 Project Number: 20-3028 "Plastic Stop Line (12 inch Wide)" per lineal foot "Red 6 Inch paint Stripe" per lineal foot The unit contract price per lump sum for "Permanent Channelization" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install permanent channelization at the locations shown on the plans and described in the specifications. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the contract. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 BOLLARDS 8-26.1 Description This work shall consist of pick-up and transport of the City supplied fixed or removable bollards from the City Parks Maintenance Office at 5821 South 240th Street 253-856-5120, then installing them at the locations shown on the plans and described by the specifications and details. The Contractor shall notify and make arrangements for pickup Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 40 January 29, 2024 Project Number: 20-3028 with the Parks Department a minimum of 2 weeks prior to installing the bollards. 8-26.2 Materials Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. Bedding shall be 5/8 inch crushed gravel. If the Contractor damages the painted finish of the bollards, the Contractor shall retouch the bollards with a paint type specified by the design detail. 8-26.3 Construction Requirements The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced a minimum of 3 feet or a maximum of 5 feet apart. The foundation shall not be less than 12 inches in diameter and 24 inches deep. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. 8-26.4 Measurement Fixed or removable bollards shall be measured per each bollard furnished and installed. 8-26.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per each for "Install City Supplied Fixed or Removable Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the fixed or removable bollards as shown on the plans and described in the specifications and details. 8-27 HANDRAILS 8-27.1 Description Aluminum handrails shall be installed at locations as shown on the plans or as directed by the Engineer. 8-27.2 Materials The handrail shall be constructed of 1-1/2 inch I.D. Schedule 40 #6063-T6 Aluminum structural pipe. All connections shall be joined together by using Nu-rail or equivalent fittings with cadmium-plated steel alloy screws. 8-27.3 Construction Requirements The handrail posts shall be placed in a vertical position and shall be spaced 8 feet (center-to-center) apart. Spacing shall be measured Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 41 January 29, 2024 Project Number: 20-3028 parallel to the slope of the sidewalk. Post shall be slipped into the 2 inch barrel in the foundation and held secured with 1/4 inch galvanized bolt and nut. See Kent Standard Plan 6-41. The foundation shall be of 5 sack Cement Concrete mix (Class 3000) and the diameter shall not be smaller than a post-hole digger and at least two feet deep. The 2 inch I.D. barrel shall be cast at the center of the foundation. 8-27.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per lineal foot for "Handrail" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the handrail as shown on the plans and described in the specifications. Reference Kent Standard Plans 6-4. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 42 January 29, 2024 Project Number: 20-3028 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. 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 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. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 43 January 29, 2024 Project Number: 20-3028 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 31 o E)n E D OR 3 e G I(DER GS6 NG5 8-31 TEMPORARY STREAM BYPASS SECTION 8-31 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-31.1 Description This work shall include designing, installing, operating, maintaining, removing, and disposing of the temporary stream bypass, environmental compliance and other Work as detailed in these Specifications. 8-31.2 Materials All materials shall be as detailed in the Contractor's Temporary Stream Bypass (TSD) Plan. 8-31.3 Construction Requirements 8-31.3(1) General The Work shall include compliance with Washington State Water Quality Standards in WAC 173-201A, project permits, environmental commitments and these Provisions. The temporary stream bypass shall only be permitted during the allowable in-water work window. At all other times, the temporary stream bypass shall be removed, in its entirety, from the stream. The temporary stream bypass may be either a gravity or a pumped system. Pump screens must comply with the requirements in Section 8- 31.3(4) of these Special Provisions. Once a pumped bypass begins, the pump must run continuously until it is no longer necessary to bypass flows. The Contractor shall have back-up pumps on site and shall provide twenty-four hour monitoring of the pumping operation. Monitoring can be achieved by providing monitoring personnel on site or through remote sensing and instrumentation to verify operation of the bypass. If the Contractor elects to monitor by remote sensing and instrumentation, a Type 2 Working Drawing shall be submitted outlining Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 44 January 29, 2024 Project Number: 20-3028 how system operation will be monitored, how alerts will be made and how personnel will respond to a bypass system failure. The temporary stream bypass including water that is retained by the temporary stream bypass and any dewatering system shall be located within the permitted impact areas as shown in the Plans. The upstream bypass dam shall be constructed to a height sufficient to prevent stream flow from entering the work area. Scour protection shall be provided at the outfall of the temporary stream bypass systems and dewatering system to prevent flow re-entering the stream channel from mobilizing streambed and embankment sediments. When a temporary stream bypass is located in or near an intertidal zone the temporary stream bypass design shall take tidal influence into consideration. The Contractor shall have a contingency plan for the temporary stream bypass to be used in the event of a storm producing streamflow in excess of the design flow requirement, equipment failure, vandalism, or other incident. The equipment and materials for the contingency system shall be exclusive to a specific temporary stream bypass. The Contractor shall immediately implement the contingency system when required or specified by the Engineer. The contingency system shall be designed to be fully operational within 2 hours. For each temporary stream bypass the Contractor shall arrange a meeting with the Engineer prior to implementation of the TSD Plan. At this meeting the Contractor shall explain to the Engineer the Work to be completed for the temporary stream bypass. The meeting shall be a minimum of seven (7) calendar days prior to start of the temporary stream bypass work. The TSD shall be operational prior to performing any other work below the Ordinary High Water Line. Hydraulic n9edeling was peFfernged with the following flews shewing that Feadway fleeding within the pFejeet aFea begins uigdeF existing ....dotie s h.,t...een 110 and 192 bie feet peF n d (efs) Water- Sttr-fa Water- stff n„ ettff z lfttefvaI 76th Ave Existing �ti�— Existing , 4-� -5-3 29-4 4- 9 294 2--Yea. 75 34-.9 4-92 34-.2 Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 45 January 29, 2024 Project Number: 20-3028 The eentFacteF shall expect pending in the St'Fearn due te dewnStFeang 8-31.3(2) Temporary Stream Bypass Plan 8-31.3(2)A General Plan Requirements The Contractor shall submit a Temporary Stream Bypass Plan in accordance with the requirements of a Type 2E Working Drawing and these Specifications. A separate TSD Plan shall be prepared and submitted for each temporary stream bypass that is required. The Contractor shall include the details of the contingency system in the TSD Plan as described in Section 8-31.3(2)C of these Special Provisions. The TSD Plan shall consist of a narrative and drawings detailing all temporary stream bypass requirements and shall encompass and protect all the areas affected by the Contractor's temporary stream bypass Work. The Contractor shall fully implement the TSD Plan throughout the duration of the associated Work. The Contractor shall update the TSD Plan throughout project construction to reflect actual site conditions and the Contractor's Work. Changes to plan shall comply with WAC 196-23- 020. At the request of the Engineer an updated TSD Plan shall be submitted as a Type 2E Working Drawing. A copy of the TSD Plan shall be on the project site at all times. The TSD Plan shall describe measures that will be taken to comply with Washington State Water Quality Standards in WAC 173-201A, applicable permits, environmental commitments and these Provisions. The Contractor shall incorporate the Bypass Schedule and Sequence into their Progress Schedule. 8-31.3(2)B Stream Flows Minimum Stream Flows Table 1 belew shews peak StFearn flows that aFe anticipated in Mill epeFatien The Contractor's temporary stream bypass shall be designed to convey a minimum flow rate of 40 cfs within the bypass pipe or open channel. at least the anticipated seasenal 2 yeai= peak flew. A Contingency System is required for this Project. The capacity of the combined temporary stream bypass system and the Contingency System shall be designed to convey a minimum flow rate of 70 cfs. See 8-01.3(1) Annual Stream Flows for additional information. Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 46 January 29, 2024 Project Number: 20-3028 Table 1. AntiGipated Seasonal Stream Flows yeaf peak flow (efs) 9 24.4 �4 79 eendmtmens are shown in Table 2 below. Reeding en 761-11 Ave S Feadway eeeur-s during ster-n9s less than the 2 year- r-eeur-r-enee interval. Table 2. Anticipated Water Surface Elevatiens for 1 year and 2 yeaF Fer centext, water SUFface elevatiens in Moll Creek under existing Water-See-f v Water- Stir- v D o z '7ti�yr Ave Existing '7ti4�with.4 Existing T, , Flow (efs) ins , � 29-4 4-W 294 7-5 34-.9 4-Q 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, in accordance with Section 8-31.3(4). The Contractor shall inspect and remove any debris accumulated on the face of the screen during the inspections described in Section 8- 31.3(5). Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 47 January 29, 2024 Project Number: 20-3028 8-31.3(2)C Plan Requirements The TSD Plan shall provide the following information in the following order: 1. Description and Location of the temporary stream bypass a. Identify the name of the water body where the temporary stream bypass will be placed. Provide a description of the temporary stream bypass. b. Provide drawings showing the location of the temporary stream bypass, including proposed access routes and equipment to be used to construct the bypass. 2. Schedule and Sequence a. Provide a sequence of Work, dates, and durations for when the following will occur, in accordance with the in-water work window in the Special Provisions: i. Fish exclusion. ii. TSD Plan Implementation Meeting iii. TSD installation. iv. Dewatering of the isolated Work area. V. Restoration and stabilization of the temporary stream bypass Work area to prevent erosion. vi. Any relocations of the temporary stream bypass to accommodate the Work sequence (if needed). vii. Channel rewatering. viii. Removal of the TSD. ix. Fish block removal b. Include other Work that needs to be coordinated with the TSD (e.g., temporary erosion control). 3. Calculations and Materials a. Detail all elements of the temporary stream bypass; including but not limited to pipes, pumps, screen intake elements, and other equipment and materials. b. Calculations shall demonstrate the bypass system conveys the minimum peak flow specified by the Contracting Agency and include tidal influence where applicable. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 48 January 29, 2024 Project Number: 20-3028 C. Temporary stream bypass shall include a water conveyance system to be used for dewatering and rewatering that is capable of conveying the flow required for the temporary stream bypass. d. Methods for anchoring temporary stream bypass pipe and associated hardware; include calculations to demonstrate the devices ability to anchor the pipe and associated hardware. e. Specifications for all materials and equipment to be used as part of the bypass including pump or bypass capacities and hose sizes. For example, provide the type, profile, and size of pipe. f. Provide the size of fish screens (mesh size and surface area) to be used, in accordance with Section 8-31.3(5) of these Special Provisions. g. Detail where bags will be used for temporary stream bypass. Bags shall comply with the requirements of the HPA and be filled using clean pea gravel. Clean pea gravel is pea gravel that does not cause an exceedance of the allowable turbidity in the stream or waterbody. 4. Stream Flow Blocking and Dewatering a. Provide the method(s), including locations and details (narrative and drawings) for blocking both the upstream and downstream ends of the bypass. Describe how minor leakage from upstream and downstream will be addressed. b. Include provisions for scour protection at the temporary stream bypass outfalls. C. Identify the means and methods for dewatering water and disposal of the water. 5. Contingency Plan a. The Contractor shall include the details of the system in the TDS Plan sections that are applicable. b. Describe the Work that will be implemented to prevent the work area from becoming inundated. C. Provide the type and size of materials that will be used in the event of the Work area becoming inundated, including fish exclusion if the block nets are compromised. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 49 January 29, 2024 Project Number: 20-3028 d. Describe how the contingency equipment and materials will be stored, inspected and maintained so they are ready for use if required. e. Describe how the contingency system will deployed and operational within 2 hours. 6. Inspection and Maintenance a. Provide the schedule and frequency for inspection of the temporary stream bypass; include weekends and holidays. b. Describe how maintenance will be conducted when inspections identify deficiencies in the temporary stream bypass. These include, but are not limited to removal and disposal of trapped sediment or debris and repairing leaks. C. The Contractor shall keep a record of all inspections and maintenance of the temporary stream bypass. 7. Rewatering the Stream Channel a. Detail how the stream channel will be rewatered to comply with water quality requirements. b. Identify measures that will prevent the stranding of fish during rewatering (i.e. describe methods, rates, and durations of the rewatering process knowing that flows downstream of the fish block must be maintained to protect fish). 8. Removal of the Temporary Stream Bypass a. Describe the sequence that will be used for removing the temporary stream bypass and methods to prevent exceeding allowable water quality standards. b. Describe how disturbed soil will be permanently stabilized. C. Describe any temporary pipes to remain (requires approval of the Engineer): their type, pipe class, size, location, and plugging procedure. 9. Other Work required for the Contractor's temporary stream bypass 8-31.3(3) Fish and Aquatic Species Exclusion and Notifications Prior to installing a temporary stream bypass, the Contractor (1) install fish block nets upstream and downstream of the in-water Work area; and (2) safely capture and relocate any fish and other aquatic organisms that become trapped between the block nets. No Work within the limits of the Ordinary High Water Line will be allowed prior to installation of fish block nets and completion of fish exclusion activities. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 50 January 29, 2024 Project Number: 20-3028 Fish Removal The Contractor shall provide for and coordinate with an experienced, local fisheries Biologist for fish removal of the stream reach being isolated by the temporary stream bypass system. The Contractor shall submit the qualifications of the fisheries biologist to the Engineer for approval. The fisheries Biologist, in accordance with any permits, shall perform the following tasks: 1. Fish shall be removed from the stream reach to be diverted by first installing fish screens upstream and downstream of the in-water work area. The fish screens shall remain in place for the duration of the construction activities. Once the fish screens are in place, a beach seine net should be dragged downstream while guiding all fish to the downstream net and collecting the fish at this end. 2. During dewatering of the reach, fish stranded in remaining pools shall be removed with dip nets and if necessary, by conducting four-pass electrofishing. If Chinook are found during the fish removal activities, electrofishing should cease immediately. Electrofishing must be conducted according to the NMFS (2000) Guidelines for Electrofishing Waters Containing Salmonids Listed Under the Endangered Species Act. 3. Upon removal, fish should be transported in clean buckets half- filled with stream water and immediately reintroduced into the stream downstream of the project site. Fish transportation equipment should be ready and on the job site in advance. 8-31.3(4) Dewatering Work Area Dewatering the isolated in-water Work area (between the upstream and downstream bypass dams) shall occur at a rate slow enough to allow safe capture and relocation all fish species and other aquatic organisms to avoid stranding, as determined by the Engineer. All pumps used for dewatering shall have an intake covered with a fish screen, operated, and maintained in accordance with RCW 77.57.010 and RCW 77.57.070. Appropriate fish screens are as follows: 1. Perforated plate: 0.094 inch (maximum opening diameter); 2. Profile bar: 0.069 inch (maximum width opening); or 3. Woven wire: 0.094 inch (maximum opening measured on the diagonal). The minimum open area for all types of fish screens is 27 percent. The screened intake facility must have enough surface area to ensure that Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 51 January 29, 2024 Project Number: 20-3028 the velocity through the screen complies with the velocity provided within the Hydraulic Project Approval (HPA). If no velocity is provided within the HPA, the maximum approach velocity shall not exceed 0.33 feet per second. The fish screen must remain in place whenever water is withdrawn until the Contracting Agency Biologists confirm all fish have been removed. At that point, the Contractor may remove the fish screen to finish dewatering the work area. 8-31.3(5) Inspection and Maintenance At a minimum, the Contractor shall perform the following activities once per day (including weekends and holidays): 1. Check for and correct leaks; 2. Ensure the fish block nets remain sealed to the channel substrate. The fish block nets shall be kept clear of debris that could jeopardize the integrity of the nets. The Contractor shall perform the following activities a minimum of three times per day or when requested by the Engineer. On working days, these activities shall be performed at the start, middle, and at the end of the working day. On non-working days, these activities shall be performed between 6:00 am and 8:00 am, between 11:00 am and 1:00 pm, and between 4:00 pm and 6:00 pm: 1. Inspect the upstream and downstream fish block nets and remove debris; 2. Inspect the upstream fish block net and all screens and similar facilities for impinged fish; a. The Contractor shall immediately notify the Contracting Agency when impinged fish are discovered. b. Removal of impinged fish will be performed by the Contractor. The Contractor shall maintain a written record of all inspection and maintenance activities; record to be available at the request of the Engineer. 8-31.3(6) Rewatering the Stream Channel The Contractor shall notify the Engineer a minimum of 7 calendar days in advance of rewatering the stream channel. The Contractor shall introduce water to the new stream channel section and trap sediments until the stream section meets the requirements of these Provisions. Rewatering shall occur at a rate to avoid loss of surface water downstream while the new channel section is rewatered. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 52 January 29, 2024 Project Number: 20-3028 8-31.3(7) Removal of the Temporary Stream Bypass The Contractor shall notify the Engineer two business days in advance of beginning the temporary stream bypass removal sequence. Once the water in the new stream channel will meet the applicable turbidity standards the Contractor may begin removal of the temporary stream bypass and the stream channel opened to flows. The Contractor shall immediately take all corrective actions necessary to prevent the water from exceeding the turbidity standards should the stream turbidity increase. All Work within the channel, except for removal of the temporary erosion control items, shall be completed before the temporary stream bypass is removed. The Contractor must finish all construction activities within the limits of the Ordinary High Water Line, including but not limited to culvert installation and creek bed channel restoration, before the Contracting Agency will remove the fish block nets. All materials used for the bypass shall become the property of the Contractor and removed from the project limits, with the exception of any materials supplied by the Contracting Agency, unless otherwise specified by the Engineer. SECTION 8-31.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-31.5 Payment The lump sum price for "Plug Existing 66 Inch Diameter CMP Storm Pipe" shall be full pay for all labor, tools, equipment, and materials to plug the existing pipe at the location described above. The cost shall include the installation and removal for two years so that the pipe is only plugged during the in-water work window between June 16t" and September 15t" of any given year. Payment will be made for the following Bid items when included in the proposal: The lump sum Contract price for "Temporary Stream Bypass" shall be full payment to perform the Work as specified. Progress payments for the lump sum item "Temporary Stream Bypass" will be made as follows: 1. Twenty-five percent of the bid amount will be paid following completion of the TSD Plan including resolution of all Contracting Agency review comments. 2. The remaining seventy-five percent of the bid amount shall be paid in accordance with Section 1-09.9. The lump sum contract price(s) above shall be full pay for all labor, material, tools, and equipment, including but not be limited to: Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 53 January 29, 2024 Project Number: 20-3028 temporary bypass plan submittals, installing and maintaining fish exclusion screens, fish removal, all temporary bypass pipes, temporary bypass pumps, isolation berms or structures, temporary erosion and stabilization measures for the temporary stream bypass, and all incidentals necessary to satisfactorily complete the work of the above bid item(s) as defined in the plans, specifications, and special provisions. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-32 UNDERGROUNDING OF ELECTRICAL FACILITIES 8-32.2 Materials The backfill material for trench and vault excavations shall conform to the requirements of Gravel Borrow except, the maximum size stone shall not exceed 4 inches. 8-32.3 Construction Requirements 8-32.3(1) Vault Excavation See Section 2-09 of the WSDOT Standard Specifications, except as herein modified and/or supplemented. Where indicated on the plans or where directed by the Engineer, excavation and foundation preparation required for the installation of electrical and telephone vaults and electrical and telephone handholes by the serving utility, shall be performed by the Contractor. The foundation shall consist of a six (6) inch thick layer of crushed surfacing top course (5/8 minus) compacted to 95 percent maximum density measured in accordance with Section 2-03.3(14)D of the WSDOT Standard Specifications by use of compaction equipment specified in Section 2-09 of the WSDOT Standard Specifications. The excavation shall be backfilled in conformance with the requirements of Section 2-09 of the WSDOT Standard Specifications. 8-32.3(2) Trench Excavation and Backfill for Electrical, Telephone and TV The excavation required for the installation of electrical, telephone and TV conduit and cable to be installed by the serving utility shall be performed by the Contractor. The trenches shall not be excavated wider than necessary for the proper installation of the electrical, TV and telephone appliances. The excavation shall be backfilled in conformance with other applicable requirements as outlined elsewhere in these Kent Special Provisions and WSDOT Standard Specifications. Typical trench details are shown on the plans. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 54 January 29, 2024 Project Number: 20-3028 The Contractor shall use the native trench excavation for backfill when in the opinion of the Engineer, it is suitable for that purpose and shall dispose of all excess material as directed by the Engineer. It shall be the Contractor's responsibility to coordinate its work with the serving utility prior to and during construction and shall protect the owner against any and all damages arising therefrom. 8-32.3(4) Backfill for Electrical, Telephone and TV Trench Wherever a trench is excavated in a paved roadway, sidewalk or other areas where minor settlement would be detrimental and where the native excavated material is not suitable for compaction as backfill, the trench shall be backfilled with the specified granular backfill, as the Engineer may direct. The backfill material shall be placed in successive layers, not exceeding twelve (12) inches in loose thickness, each layer shall be compacted to at least 95 percent of maximum dry density in accordance with ASTM D-1557. 8-32.3(5) Trench Restoration For undergrounding outside of the street construction limits, pavement patching shall be accomplished in accordance with applicable portion of these WSDOT Standard Specifications and General Special Provisions. The Contractor shall also restore to a condition equal to the original condition, improvements such as pavement markings, trees, signs, sidewalks, curbs and other underground utilities, etc., which were damaged or removed during construction in accordance with the section for general restoration of the General Special Provisions. 8-32.3(6) Removal of Overhead Electrical Distribution System The Contractor should be aware that once the underground electrical distribution system is energized, the adjacent property owners have ninety (90) days from date of their notification to convert to the underground system. Removal of the overhead electrical distribution system cannot take place until all respective service conversions have been completed. No compensation will be granted to the Contractor for delays attributed to the conversion. 8-32.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per cubic yard for "Utility Trench Excavation 2 Ft Wide, 3 Ft Cover" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate and backfill for trenches and vaults as shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench and vault excavation; unsuitable material excavation, Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 55 January 29, 2024 Project Number: 20-3028 hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. Cost to coordinate with utilities to place their facilities in the trench or vault shall be included in this bid item. The unit contract price per lineal foot for "Gas Main Trench" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate and backfill the gas main trench as shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, backfill and compaction (when native material is to be used), cleanup and all other work described in Section 8-32 of the Kent Special Provisions. The unit contract price per force account for "Gas Main Trench Dewaterina" shall constitute complete compensation for all labor, supplies, tool, materials and equipment required for dewatering the excavation area necessary to excavate and prepare the gas main trench as shown on the plans and as determined by the Engineer. The contractor shall reference the Geotechnical Report and Groundwater Level Records provided in the Appendix to anticipate groundwater conditions at the site and the King County Wastewater Treatment Division General Letter of Authorization to Discharge to the King County Sanitary Sewer System provided in the Appendix. The unit contract price peFton fe r_ el BOFFOW fQF Q cl(filam, ,feF UtmlIt�` feF furnishing, hauling, placing, and cen9pacting the n9ateFial as shewn en the plans and deSCFibed in the specifleatiens. The bid itern Litility vaults te the final finished gFade. Gest te eeeFdonate with utilities te plaee theiF faleilities in the tFeneh eF vault shall be included in this b04 +tel�r The unit contract bid price per ton for "Sand for Pipe Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding pipe and conduit as shown on the plans and as specified herein. "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: 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 Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 56 January 29, 2024 Project Number: 20-3028 sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-33 HABITAT LOGS (NEW) 8-33.1 Description This work shall consist of installation of logs as shown on the Plans and as directed by the Engineer. The work includes any excavation, backfill, notching, pinning, and anchoring required to place and secure the habitat structures. Select grading for the stream may be required. This work includes field directed grading in the stream channel and wetland. This work may also include final adjustments to installed log structures. 8-33.2 Materials Logs All logs shall consist of western red cedar, or Douglas fir. The Contractor may substitute other coniferous species if requested in writing and approved in writing by the Engineer. Hemlock is not acceptable. The source of supply of logs shall be approved by the Engineer before delivery to the site. Logs shall be sound and free of rot, insect damage, or any preservative such as creosote. Logs shall not be incrusted with silt and fines. Log sizes shall be as specified in the Plans. Crunch broken ends to disguise saw cuts at the exposed end of the log. Exposed ends of logs shall have no blunt ends. Log diameter at breast height (DBH) shall be measured 4.5 feet from the base end of the log. Log size shall be categorized into DBH sizes with variations of lengths, logs with root wads and plain logs as shown on the Plans. Logs with root wads shall have a minimum average root wad diameter of twice the DBH. Earth Anchor Earth anchor system for habitat logs shall include a soil anchor head, an anchor rod, a threaded eyenut, a galvanized aircraft cable and two forged single saddle clips as shown on the Plans. The 3/8- inch diameter galvanized steel cable shall have a minimum breaking strength of 14,000 lbs. Pile Anchor Pile anchor system for habitat logs shall be as shown on the Plans. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 57 January 29, 2024 Project Number: 20-3028 Oak Dowels for Notching and Pinning Oak dowel shall be free of knots, made from kiln dried oak stock and of the diameter shown on the Plans. 8-33.3 Construction Requirements Log Sorting The Contractor shall identify a log stockpile area and a log staging area that are outside of the log structure construction area. Prior to any structure installation, the Contractor shall sort all logs salvaged from the site. Logs shall be grouped by DBH. The Engineer will identify significant logs to be brought to the staging area and used in specific log structures. Log and Anchor Installation Logs shall be handled with care to minimize damage to root wads and limbs during hauling, stockpiling, and placement. Logs with and without root wads shall have the cut ends broken to disguise saw cuts. The engineer may require trimming of larger diameter roots or roots that protrude in unwanted directions. The Contractor shall notify the Engineer two (2) weeks in advance of log and anchor installation. Logs shall be approved on site by the Engineer prior to installation. Care shall be taken to protect all logs during installation. The Contractor shall install logs of the type and at locations as indicated on the Plans or as directed by the Engineer. Log and anchor placement shall be approved by the Engineer prior to installation. During placement of logs and anchors, the Engineer may require the Contractor to adjust the placement to fit the field conditions and avoid utilities. Where logs overlap, logs will be pinned using oak dowels as shown on the Plans. Where earth anchors are required, installation shall be in accordance with manufacturer's recommendations. Pile anchors shall be installed as shown in the Plans. Approval of Engineer will be required after installation of each anchor. 8-33.4 Measurement Log Type _, will be measured per each for each log installed. Earth Anchor , will be measured per each for each earth anchor system installed. Pile Anchor will be measured per each for each pile anchor system installed. 8-33.5 Payment Payment will be made for the following Bid items when included in the proposal: Mill Creek/76t'Ave. S. Culvert Improvement/Smith 8 - 58 January 29, 2024 Project Number: 20-3028 "Log Type_", per each. The unit contract bid prices above shall be full compensation for all labor, material, tools, and equipment, including but not be limited to: all necessary trenching and excavation required to furnish and install the log, and all notching and pinning including oak dowels, and any final field adjustment of logs as directed in the field by the engineer; all incidentals necessary to satisfactorily complete the work of the above bid item(s) as defined in the Plans, specifications, and special provisions. "Earth Anchor", per each. The unit contract bid price for Earth Anchor shall be full compensation for all labor, material, tools, and equipment, including but not be limited to installing the earth anchor system and miscellaneous items and accessories that comprise the earth anchor system, and any final field adjustment of earth anchors as directed in the field by the engineer and all incidentals necessary to satisfactorily complete the work of the above bid item(s) as defined in the Plans, specifications, and special provisions. "Pile Anchor", per each. The unit contract bid price for Pile Anchor shall be full compensation for all labor, material, tools, and equipment, including but not be limited to installing the pile anchor system and miscellaneous items and accessories that comprise the pile anchor system, and any final field adjustment of pile anchors as directed in the field by the engineer and all incidentals necessary to satisfactorily complete the work of the above bid item(s) as defined in the Plans, specifications, and special provisions. 8-34 FIELD TRAILER 8-34.1 Description This work shall consist of locating and leasing/renting a field trailer on the project site area for City use within 600 feet of the project limits with the same or approved equal amenities. 8-34.2 Materials All labor, materials, tools, supplies, and equipment used for this work shall be furnished by the Contractor. 8-34.3 Construction Requirements The Contractor shall furnish and install a temporary field trailer for the sole use of the City. The trailer shall be set up adjacent to the Contractor's site trailer or at an approved on-site location. The trailer Mill Creek/761"Ave. S. Culvert Improvement/Smith 8 - 59 January 29, 2024 Project Number: 20-3028 shall be established within the first ten (10) working days of NTP and shall be maintained until two (2) weeks after final acceptance of the contract. The office shall be weather tight and be provided with the following minimum requirements. • Floor space: 450 square feet (consisting of at least two offices of approximately 100 square feet each - with doors, and conference room space of at least 250 square feet). The trailer shall be a minimum of 12 feet wide. • Above ground floor with side boards around crawl space to retain heat • Electrical power, providing lights and heat to all rooms, energized within 30 days of NTP. Until utility power is provided, onsite whisper quiet generation and fuel suitable for power needs will be required. Ensure proper exhaust and provide operational training to City Site Project Management staff. • City Site Project Management staff will coordinate internet service. • Provide new or reconditioned copier, MFD Cannon Copier or equivalent with monthly service contract for life of project. Minimum features include: 2 paper trays plus by-pass handling; paper tray sized from5-1/2" x 8-1/2" to 11" x 17"; duplex copying; print and scan; scan to email and network share folder, auto feed, grouping and sorting. • No desk phone or fax line required. • Adequate windows for ventilation. Windows shall include security bars or screen • Shelves: Twenty (20) lineal feet (divided equally between the offices) • Minimum of four (4) 30-inch x 60-inch, double pedestal desks with office chairs (2 each per office) • One (1) plan table: 42" x 72", at end of conference room • Four (4) conference tables: 30" x 72", and ten (10) stacking chairs in the conference room • Four (4) four drawer legal size filing cabinets • Cylinder door lock, and six keys • Portable toilet facilities adjacent to the trailer including padlocking device and keys • Stairs with landing and safety handrails leading to each entrance door • Minimum, two (2) entrance doors • Rain cap/porch cover at each entrance door • A/C powered, electronic burglar alarm system with auto phone dialer 24-hour monitoring system and battery backup. Includes minimum of two (2) 18' x 24" signs or placards on exterior of trailer indicating the presence of an alarm video surveillance system. • Crushed rock or paved parking area and walkway for minimum four (4) vehicles • Extra secure locking system for all exterior doors • Water service (i.e., Crystal Springs or equal, etc.) including water cooler • Exterior sign indicating address of trailer and phone number to call in case of emergency Mill Creek/76t'Ave. S. Culvert Improvement/Smith 8 - 60 January 29, 2024 Project Number: 20-3028 • "White board" dry erase in conference room - 36" x 48" minimum • Air-Conditioning The Contractor shall coordinate utility hook-ups for telephone and electrical power, including all permits, fees, and/or licenses. Monthly charges for telephone, power, and portable toilet facilities shall also be included with this bid price. 8-34.4 Measurement No specific unit of measurement shall apply to the lump sum bid item "Field Trailer". 8-34.5 Payment Payment will be made in accordance with Section 1-04.1. The unit contract price per lump sum for "Field Trailer" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the field office described above in the specifications. Payment also includes removal of trailer and restoration of the surface after completion of the project, or close out of rented office space. Payment will be made on the following basis: • 30-percent of lump sum total upon set-up of office space in accordance with Section 8-35.3. • Progress payments between 30-percent and 90-percent of lump sum total commensurate with overall construction progression. • 100-percent of lump sum total after removal of trailer and restoration of site, or close out of office space. 8-35 GAS VALVE REQUIREMENTS 8-35.3 Construction Requirements Existing gas valves shall be accessible at all times during construction. Adjustments that need to be made prior to raising these facilities to the final finished elevation shall be considered incidental. The Contractor shall include Puget Sound Energy (PSE) as an additional insured. The Contractor shall coordinate with PSE representative before adjusting the gas valve. New case and cover, and spacers will be supplied by PSE. The Contractor shall coordinate with PSE Gas Inspector for delivering these parts. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 61 January 29, 2024 Project Number: 20-3028 PSE Inspector: Mike Sullivan (206) 571-2771 8-35.5 Payment The unit contract price per each for "Adjust Existing Gas Valve Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to adjust the gas valves case and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: removing the existing case and cover, install new case and cover, add spacers as needed, excavating, dewatering, backfilling, compacting, surface restoration, and referencing for future locates prior to final overlay. Valves shall be accessible at all times during construction. Any adjustments made prior to the final finished elevation shall be considered incidental. Adding PSE as an additional insured shall be included in this bid item. The case and cover and the spacers will be supplied by PSE. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 8 - 62 January 29, 2024 Project Number: 20-3028 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 9 03.14(l) Grave' Borrow Gravel BOFFOW matelFial shall censist ef Pit Fun granular material Sieve Size PeFeen 3 inch* 199 I I S. Na A 25 70 U.S S. N e. 10 19 - 5-0 I I S. nIa. 209 9 S The ngaxmFR,,— passing the U.S. Ne. 299 sieve lingited te five peFeent Sieve analysis shall be used te vei=ify that this i=equiFen9ent is n9et-.- allowed unless specifically autheFized on advanee by the EngmneeF-. Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 1 January 29, 2024 Project Number: 20-3028 plans,Where additienal materials are required te feffflulate the Street s said additienal material sha" be Gravel BeFFew-. shall be 100 percent passing 1 1/4 inch square sieve and 90 to 1 pereent passing 1 ineh square sieve. All ether sieve values eentinue te SECTION 9-03.14f4-} IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.14(5) Special Borrow Special Borrow shall consist of granular material, either naturally occurring or processed, and shall be free of debris, waste, frozen materials, vegetation, and other deleterious matter, and shall meet the requirements of the following gradation and quality: Table 1. Special Borrow Gradation Percent Passin b Dr Wei ht Sieve Size Min % Max US No. 4 80 100 US No. 200 30 60 The organic materials shall not exceed 9 percent by dry unit weight. The Plasticity Index for the special borrow material shall be less than 40 but greater than 8. All percentages are by weight. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 2 January 29, 2024 Project Number: 20-3028 Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Glass (glass cullet) Recycle glass (glass cullet) shall not be used for any purposes. r ON n 13 IS r/ nn/ r TL77TPB-V A'D'& G TTiE rO'CC Pwr G A HV e•rr i2l, 95 «rQQ 6611 49 TCV 60 311 i r t„ v n 2n � �� 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 - 67% sand and/or sandy loam and 33 - 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 3 January 29, 2024 Project Number: 20-3028 Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 - 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in Section 9-14.5(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Apply seed mixes as designated on the drawings. Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 4 January 29, 2024 Project Number: 20-3028 SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 9-14.2(4) Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve ................................. 80% minimum Passing 0.15 mm sieve ............................. 15% maximum SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-14.3 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix 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 Mix B (Landscaped Area Grass): Weight Seed Mix"B" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 5 January 29, 2024 Project Number: 20-3028 upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: 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, bioswales or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen............21% (Analyzed as N) Available phosphorous.............0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) Wood Cellulose Fiber Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 6 January 29, 2024 Project Number: 20-3028 Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.7 Plant Materials 9-14.7(1) Description SECTION 9-14.7(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 9-14.7(1)A Street Trees The following table provides both the list of approved street tree species, and some of the characteristics associated with each street tree species at maturity: Common Name Scientific Name Height Width Shape Min. (feet) (feet) Spacing (feet) Small Street Trees For planting under 30' or owerlines less Trident Maple Acer buer eranum 20' 20' Round lowspreading 30' Flame Maple Acer ginnala 'Flame' 20' 20' Round w/ spreading low 30' branches Flamingo Box Elder Acer negundo 20' 15' Oval to round 25' 'Flamingo' Apollo Maple Acer saccharum 25' 10, Narrow to columnar 20, Tatarian Maple Acer tataricum 25' 20' Oval to round, often low 30' branched Lavalle Hawthorn Cratae us x lavallei 28' 20' Irregular vase shaped 30' Washington Hawthorn Crataegus 25' 20' Broadly oval to round 30' phaenop m Golden Desert Ash Fraxinus excelsior 20' 18, Rounded, compact 30' 'Aureafolia' Leprechaun Ash Fraxinus pennsylvanica 18' 16' Dense, compact, round 25' 'Johnson' Amur Maackia Maackia amurensis 25' 20' Vase shaped becoming 30' round Golden Raindrops Malus transitoria 20' 15' Upright, vase shaped 25' Crabapple 'Schmidt cutleaf' Red Barron Crabapple Malus 'Red Barron' 18, 8' Narrow, columnar 20' Red Jewel Crabapple Malus 'Jewelcole' 15' 12' U ri htpyramid al 25' Tschonoskii Crabapple Malus tschonoskii 28' 14' Upright, narrowly oval 25' Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 7 January 29, 2024 Project Number: 20-3028 Cascade Snow Cherry Prunus 'Berry' 25' 14' Upright, spreading 25' Amanogawa Cherry Prunus serrulata 20' 6' Columnar, fastigiate 20' 'Amano awe' branches Red Cascade Mountain Sorbus Americana 18, 8' Compact oval 20' Ash 'Dwarfcrown' Fragrant Snowbell Styrax obassia 25' 15' Pyramidal to upright 25' narrow oval Ivory Silk Japanese Syringa reticulate 'Ivory 20' 15' Upright spreading 25' Silk' becoming round Medium Street Trees Plant when 30' to powerlines are not 45' resent trees Armstrong Maple Acer rubrum 45' 15' Narrow, upright 25' 'Armstrong' columnar Queen Elizabeth Maple Acer campestre 'Evelyn' 35' 30' Upright, becoming 40' round Medium Street Trees Plant when 30' to powerlines are not 45' resent trees Sensation Box Elder Acer negundo 30' 25' Rounded 35' 'Sensation' Pacific Sunset Maple Acer truncatum x Acer 30' 15' Upright spreading, 25' plantanoides rounded crown Warrenred' Frans Fontaine Carpinus betulus 'Frans 30' 15' Columnar 25' Hornbeam Fontaine' American Hornbeam Carpinus caroliniana 25' 25' Oval 35' Tricolor Beech Fagus sylvatica 'Roseo 30' 20' Pyramidal when young, 30' - Mar inata' rounding w/ age Raywood Ash Fraxinus oxycarpa 35' 25' Oval, dense crown 35' 'Raywood' Imperial Honeylocust Gleditsia triacanthos 35' 35' Rounded 45' 'Impcole' Galaxy Magnolia Magnolia 'Galaxy' 30' 15' Pyramidal to oval 25' Edith Bogue Southern Magnolia grandiflora 30' 15' Pyramidal tight 25' Magnolia 'Edith Bo ue' American Hophornbeam Ostrya Virginiana 40' 25' Upright oval 35' Spire Cherry Prunus x hillieri 'Spire' 30' 10, Upright columnar, 20' narrowly vase shaped Columnar Sargent Prunus sargentii 35' 15' Upright columnar, 25' Cherry 'Columnaris narrowly vase shaped Edgewood Pear Pyrus calleryana x 30' 25' Rounded 35' betulaefolia 'Edgewood' Capital Pear Pyrus calleryana 35' 12' Columnar 20' 'Capital' Chanticleer Pear Pyrus calleryana 'Glen's 40' 15' Columnar, narrowly 25' Form' pyramidal Crimson Spire Oak Quercus alba x Quercus 45' 15' Columnar, tightly 25' robur 'Crimschmidt' fasti iated Skyrocket Oak Quercus robur 45' 15' Narrow, fastigiated 25' 'Fasti iata' Musashino Zelkova serrata 45' 20' Very narrow, upright 30' 'Musashino' vase shaped 9-14.8 Stakes, Guys, and Wrapping SECTION 9-14.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 9-14.8(1) Tree Ties Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 8 January 29, 2024 Project Number: 20-3028 Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at 253-856-5127. NGE AND vvArrvnr[rL T A 464f,190 IG' q/1 \S IS /1C/ CTCA AND REPLACED W-ITL/ T E CA/ / OW-Z r7. Ghain !in!( fabr-me shall eensist ef 9 gage wir-e (9.148 ineh diangeter-) fer- al! fenees unless speeified ether-wise. The fabr-me wir-e shall be� Galvanized steel wir-e eenfer-n9ing te ASTM A 392. Galvanizing shall be Glass 1 per-fer-n9ed by the het dip pr-eeess. width and tep and betteng finish ef the fabFie shall be as shewn in the plans. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 9 January 29, 2024 Project Number: 20-3028 shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and sharpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Mill Creek/76t'Ave. S. Culvert Improvement/Smith 9 - 10 January 29, 2024 Project Number: 20-3028 Box frame and lid shall be hot dip galvanized only. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted Pair Communication Cable Replace "AWG 22" with #AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRPH AT THE BEGINNING OF THIS SECTION: 9-29.6(2) Slip Base Hardware Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 9-29.6(5) Foundation Hardware Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Mill Creek/76th Ave. S. Culvert Improvement/Smith 9 - 11 January 29, 2024 Project Number: 20-3028 Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED BY REPLACING THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING; 9-29.10(1) Conventional Roadway Luminaires All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION; The only pre-approved street lighting luminaires for this project are as follows: For LED Equivalent of the 400 Watt HPS Luminaire: ATBM H MVOLT R3 NL P7 For LED Equivalent of the 250 Watt HPS Luminaire: ATBM D MVOLT R3 NL P7 For LED Equivalent of the 200 Watt HPS Luminaire: ATBM C MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Luminaire: ATBS E MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Lumec DSX Luminaire: S56C1-55W32LED4K-R-ACDR-LE3-240-SFX-FN 1-GN8TX For LED Equivalent of the 100 Watt HPS King Luminaire: K118R-B2PR-III-60-SSL-1042-120-K18-PEBC-SST-GN-#1 Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING; Mill Creek/7611 Ave. S. Culvert Improvement/Smith 9 - 12 January 29, 2024 Project Number: 20-3028 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTm 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch T"#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE FOLLOWING: 9-29.13 Control Cabinet Assemblies Traffic Signal Control Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. SECTION 9-29.13(1) IS REVISED BY REPLACING THE THIRD SENTENCE WITH THE FOLLOWING: 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29.13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(2) Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1. Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 13 January 29, 2024 Project Number: 20-3028 SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software Controller shall be provided with the most current software release that operates fully with the City's Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. SECTION 9-29.13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29.13(10)A IS REVISED AS FOLLOWS: Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 14 January 29, 2024 Project Number: 20-3028 9-29.13(10)A Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2- 16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 15 January 29, 2024 Project Number: 20-3028 monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: 10. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29.13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 1. The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052- H32 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of OpticomT"'. This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticomT" cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 16 January 29, 2024 Project Number: 20-3028 9-29.16(2)A Optical Units 1. Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum): 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. C. Temperature: Temperature range shall be -35 C to +70 C. d. LED Types: Red balls shall be Dialite TM, part number 433- 1210-003XL15, or approved equal; red arrows shall be Dialite TM, part number 432-1314-001XOD15, or approved equal; green balls shall be Dialite TM, part number 433-2220- 001XL15, or approved equal; green arrows shall be DialiteTM part number 432-2324-001XOD15, or approved equal; yellow balls shall be Dialite TM, part number 433-3230-901XL15, or approved equal; yellow arrows shall be DialiteT"', part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B MODIFIES THE 3RD AND 4TH SENTENCES IN THE FIFTH PARAGRAPH AS FOLLOWS: 9-29.16(2)B Signal Housing In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with "Visors shall be flat black in color inside and shall be dark green on the outside." SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY, SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 17 January 29, 2024 Project Number: 20-3028 ADA push buttons shall be Campbell Company, Advisorlm (AGPS) or Campbell Company, GuardianIm type assemblies or approved equal. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1-01A-18 or approved equal). SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon Delete the words "12 inch yellow displays shall be dimmed 50% after dark". SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with Mill Creek/7611 Ave. S. Culvert Improvement/Smith 9 - 18 January 29, 2024 Project Number: 20-3028 a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTl lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 9-29.26 Traffic Signal Battery Backup Power Unit 1. Features: Insert new feature specifications. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1(1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C115/A21.15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 19 January 29, 2024 Project Number: 20-3028 Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-515 and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic V13-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half Mill Creek/7611 Ave. S. Culvert Improvement/Smith 9 - 20 January 29, 2024 Project Number: 20-3028 (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, Centurion Mueller Centurion or East Jordan Watermaster SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1. Valves and Nozzles - Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). SECTION 9-30.5(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.5(6) Guard Posts Guard posts shall be constructed of Class 3000 cement concrete; shall be 6-feet long and 9-inches in diameter; shall have 5 equally spaced number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and shall otherwise conform to Kent Standard Plan 3-3. The FOG-TITE hydrant guard post is the pre-approved guard post. All other posts require the approval of the Engineer. SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Water Service Connections (2 inches and Smaller) 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 21 January 29, 2024 Project Number: 20-3028 thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. SECTION 9-30.6(3)6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Tubing Polyethylene tubing shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C- 901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene tubing shall be rated at or above a working pressure of 200 psi. Polyethylene plastic tubing shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer's product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 22 January 29, 2024 Project Number: 20-3028 Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or 0-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 inch Ford Pack Joint for Pol eth lene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an Mill Creek/76t"Ave. S. Culvert Improvement/Smith 9 - 23 January 29, 2024 Project Number: 20-3028 angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VBH72-12W-NL 1 inch Ford VBH74-12W-NL 1 1/2 inches Ford VBH76-12-11-66- NL 2 inch Ford VBH77-12-11-77- NL SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING; 9-30.6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turning areas Meter Box Meter Size Location Type 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 'All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size I Type Mill Creek/761"Ave. S. Culvert Improvement/Smith 9 - 24 January 29, 2024 Project Number: 20-3028 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1324B-1L inch 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-P2L SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invens s SR 3/4 inch Invens s SR 1 inch Invens s SR 1 1/2 inch Invens s SR 2 inch Invens s SR 3 inch to 6 inch Invens s SRH Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. Mill Creek/76t'Ave. S. Culvert Improvement/Smith 9 - 25 January 29, 2024 Project Number: 20-3028 KE NT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-1 Standard Fire Hydrant 3-2 Temporary Water Supply Connections 3-3 Guard Post 3-4 Valve Marker Post 3-7 Valve Box and Operating Nut Extender 3-9a Concrete Blocking Sheet 1 of 2 3-9b Concrete Blocking Sheet 2 of 2 3-10 Service Connection 1" Service 3-11 Service Connection 1-1/2" and 2" Service 3-15 Irrigation Service Installation 3-18a Double Check Detector Assembly Above Ground (Demand Greater than 2") Sheet 1 of 5 3-18d Double Check Detector Assembly and Vault Parts List Sheet 4 of 5 3-18e Double Check Detector Assembly and Vault Notes Sheet 5 of 5 3-20 2", 4" and 6" Combination Air/Vacuum Valve and Vault 3-21 Tapping Sleeve and Valve Assemblies 3-22 Typical Water Main Trench 3-24 Water Main Crossing Other Utilities SEWER 4-7 6" Cleanout 4-13 Adjustment of New and Existing Utility Structures to Finish Grade STORM 5-1 Catch Basin Type I 5-2 Catch Basin Type II 5-3 Misc. Details for Drainage Structures 5-4 20" x 24" Catch Basin Frame 5-5 20" x 24" Vaned Grate 5-6 20" x 24" Bi-Directional Vaned Grate 5-9 20" x 24" Solid Catch Basin Cover Mill Creek/76t"Ave. S. Culvert Improvement/Smith A-1 January 29, 2024 Project Number: 20-3028 5-19 Beveled End Pipe Section 5-20 Trash Screen 5-31 Filter Fabric Fence 5-37 Storm Drain Markers STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-39 Cement Concrete Sidewalk End Transitions 6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk 6-43 Commercial Cement Concrete Driveway Approach 6-55 Tree in Planter 6-70a Mailbox Installation Type 1 Sheet 1 of 3 6-71a Roadway Barricades Sheet 1 of 2 6-71b Pedestrian Barricades Sheet 2 of 2 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 6-79 Typical Pavement Markings 6-82a Sign Post Installation Type A 6-86 City Light Standard 6-89a Light Standard Foundation and Junction Box 6-90 Junction Box and Street Light Wire Runs 6-91 Street Light Trench for Conduit Runs Mill Creek/76th Ave. S. Culvert Improvement/Smith January 29, 2024 Project Number: 20-3028 4' NOMINAL REFERENCE POINT FOR INSTALL 1-1/4"OPERATING NUT SEE NOTE 1 HYDRANT LOCATION_ INSTALL SIDE PORT AND 1-1/4"OPERATING NUT, REMOVE CHAINS AND RINGS 3' MIN.CLEARANCE MIN. 3'UNLESS PRE-APPROVED o FROM OBSTRUCTIONS BY THE ENGINEER 3 z BOTTOM OF FLANGE ELEV. -SEE NOTE 1 4"THICK CONCRETE 2"MIN.-6"MAX.ABOVE SEE STANDARD PLAN 3-7 FINISHED GRADE CONC.AROUND FIRE 2%MAX.SLOPE AWAY FROM HYDRANT(SEE NOTE 4) PLAN HYDRANT,TYP.ALL SIDES 2%MAX. SLOPE AWAY FROM VALVE,TYP.ALL SIDES FINISHED LEVEL GRADE 3/8"EXPANSION JOINT(TYP.) 6"D.I.,CL. 52, 6" MJxMJxFL TEE FOR NEW,OR LENGTH AS REQUIRED, `' TAPPING SLEEVE AND TAPPING FILTER FABRIC BLOCKING TO BE USED VALVE FOR EXIST.WATER MAINS FOR ALL RUNS OVER 3 CONCRETE CL. 3000 z THRUST BLOCKING,SEE 18 FEET STANDARD PLAN 3-9 WASHED ROUND WATERIMAIN GRAVEL BACKFILL FOR DRAINAGE PER WSDOT SPEC. 9-03.12(4), 1/2 CUBIC YARD MIN. o.' " MEGALUG 6" FLxMJ RESILIENT WEDGE 12"x12"OR 16"x8"x4" GLANDS GATE VALVE CONC. BLOCK CONCRETE CL. 3000 THRUST BLOCKING SIZE TO WITHSTAND NOTES: PRESSURE.SEE STANDARD PLAN 3-9 1. SEE SECTION 3.19.D FOR FIRE HYDRANT TYPE. ALL NEW HYDRANTS 5. SEE STANDARD PLAN 3-3 FOR GUARD POST DETAILS. SHALL HAVE A 5"ANODIZED ALUMINUM STORZ NOZZLE(HIHS). ALL RELOCATED HYDRANTS SHALL HAVE A STORZ ADAPTER(HPHA)AND 6. WHEN FIRE HYDRANTS FALL BEHIND A DITCH LINE; PLACE A STORZ NOZZLE. STANDARD FIRE HYDRANT TYPES SHALL BE CLOW MINIMUM 10'WIDE APPROACH WITH CULVERT. PVC OR PLASTIC MEDALLION, MUELLER CENTURION OR EAST JORDAN WATERMASTER. CULVERT PIPE IS UNACCEPTABLE. BACK FILL WITH CRUSHED SURFACING TOP COURSE. RIP RAP PIPE ENDS AS NEEDED FOR 2. PAINT HYDRANTS WITH TWO(2)COATS OF FARWEST WONDERGLOW EROSION CONTROL. QUICKSET HI-PERFORMANCE ENAMEL. PUBLIC HYDRANTS ARE WHITE #1100 SERIES AND PRIVATE HYDRANTS ARE YELLOW#3472. 7. NO HYDRANT SHALL BE INSTALLED LESS THAN 10 FEET FROM THE EDGE OF A PRIVATE STREET OR DRIVEWAY APPROACH. 3. ALL FIRE HYDRANTS SHALL BE LOCATED BEHIND SIDEWALK OR AS SHOWN ON PLANS.THE PORT CAP SHALL NOT BE OVER THE SIDEWALK. 8. FIRE HYDRANT SHALL FACE THE FIRE DEPARTMENT ACCESS ROAD OR STREET UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. PROVIDE EXPANSION JOINT MATERIAL PER STANDARD PLAN 6-35 AROUND HYDRANT WHERE ADJACENT TO CONCRETE. PROVIDE NOMINAL 9. A TEMPORARY USE HYDRANT PERMIT, METER AND CHECK VALVE 4 FT. SQUARE CONC. PAD IN ALL AREAS. CONCRETE FINISH SHALL ASSEMBLY ARE REQUIRED FOR DRAWING WATER FROM HYDRANTS. MATCH SURROUNDING STYLE. WHERE ADJACENT CONCRETE DOES NOT PERSONS DRAWING WATER ILLEGALLY WILL BE PROSECUTED. EXIST THE SURFACE SHALL BE BROOM FINISH INCLUDING A 4"EDGE (SHINE)AT PERIMETER. 10.INSTALL BLUE RAISED PAVEMENT MARKER IF HYDRANT IS IN THE RIGHT OF WAY. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �v F RET ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT Oj WAgh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 0 ENGINEERING DEPARTMENT KENT STANDARD FIRE HYDRANT dfj 38296 4' WA3HIHOTOH 0�x> �G'I;3T �� DRAWN NED COK SCOK CALE NONE STANDARD PLAN �sIONAL � CHECKED COK DATE 12/2019 Z ENGINEER J APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY AND METER 18" Sx z SEE NOTE 3 MIN. �� i[— SUPPLY HOSE M AA/AA EXISTING \j WATER BLOW-OFF SIZE CHART \/ MAIN TEMPORARY MAIN SIZE BLOW-OFF SIZE TEST BLOCKING -- 6"- 6"18" CONTRACTOR PROVIDED MECHANICAL JOINT PLUG 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 18" Sx z SUPPLY HOSE M /AA/AA/AA/AA/AA/AA/ � ��V/��A��A�/�A//�A�/ \ EXISTING FORMULA FOR ESTIMATING WAT// I CONTRACTOR PROVIDED RATE OF DISCHARGE \\ MAIN ER TEMPORARY CONTROL VALVE __2.83 d Sx CLEANING CUBES Q I WHERE: JSY O DISCHARGE IN GALLONS + Q PER MINUTE _INSIDE DIAMETER OF �� TEMPORARY // / / / //// NEW WATER MAIN d DISCHARGE PIPE TEST BLOCKING �AAAAAAA�� TEMPORARY CAP OR PLUG CONTRACTOR PROVIDED d,Sx,Sy=MEASURED IN INCHES TEMPORARY CONTROL VALVE APPLIES TO PIPES UP TO AND NOTES: WITH HYDRANT CONNECTION INCLUDING 8"(200 mm)DIAMETER 1. THE USER SHALL PROVIDE TEMPORARY CONTROL GATE VALVES BETWEEN THE METER AND DISCHARGE POINT(S). 2. REDUCED PRESSURE BACKFLOW ASSEMBLY AND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT METER SHALL BE SUPPORTED A MINIMUM OF l�iD Tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA C 6"ABOVE GROUND AND ATTACHED BY A �j� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2 Y2"FIRE HOSE TO FIRE HYDRANT PORT OF WA kI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. OR BLOW-OFF CONNECTION. Q a4 � CITY OF KENT ENGINEERING DEPARTMENT 3. A TEMPORARY MANIFOLD PROVIDED BY w THE CONTRACTOR MAY BE NECESSARY KENT BA 6 38296 TEMPORARY WATER SUPPLY ACHIEVE MINIMUM FLOW REQ. �4 CONNECTIONS BASED ON THE SIZE OF THE NEW MAIN, c� wa��"aro" 0� '��I SIm�Lv '� DESIGNED COK DRAWN co SCALE �zy NONE STANDARD PLAN 4. CONTRACTOR TO PROPERLY TREAT AND � NA ��1 CHECKED COK DATE 12/2019 DISPOSE OF ALL FLUSH WATER. APPROVED ENGINEER 3-2 4'x4'x4"THICK CONCRETE PAD GUARD POST REQUIRED AROUND HYDRANT PER 1' 3'x3'x4"THICK CONCRETE PAD REQUIRED STANDARD PLAN 3-1. 2%MAX. AROUND VALVE PER STANDARD PLAN 3-1. SLOPE AWAY FROM HYDRANT,TYP. + 2%MAX. SLOPE AWAY FROM VALVE TYP. ON PADS,SEE NOTE 5. SEE NOTE 5. / 5- #3 REINFORCEMENT BARS; CLASS 3000 PRECAST CONCRETE FIRE HYDRANT 3' MIN. ° v v v � n m ° 3'MIN. a CLEARANCE y6i WATER I I a / MAIN a / LOWER LIMIT f t \ FOR PAINT a w io I� vI a o O 2'MIN.TYP. 1' z \ Fro �� Lu + GUARD POST ° °� 3'MIN.TYP. f ALL SIDES ° y 3'MIN.TYP. PROVIDE HAND a' ALL SIDES RAIL IF GREATER THAN 2'-6" I ' CUT FILL HYDRANT LOCATION (CUT OR FILL) r NOTES: 9"DIA. 1. THE FOG-TITE HYDRANT GUARD POST IS PRE-APPROVED.ALL OTHERS REQUIRE N.T.S. WRITTEN APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION 2. GUARD POST ARE INSTALLED WITH TOPS SET AT THE SAME HEIGHT AS THE HYDRANT. IF MORE THAN ONE POST IS SET, THEY SHALL BE SET AT THE SAME HEIGHT. 3. PAINT EXPOSED POST THE SAME COLOR,TYPE AND NUMBER OF COATS AS THE FIRE HYDRANT. SEE STANDARD PLAN 3-1 4. SEE STANDARD PLAN 3-1 FOR FIRE HYDRANT DETAILS. 5. CONCRETE FINISH SHALL MATCH NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SURROUNDING STYLE. WHERE Ef AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CONCRETE DOES NOT �� of W� THEENGINEER AND C CITY OF KENT.AOVED FOR COPY MAYPUBLICATION BE OBTAINED IS KEPT ON FILE UPON REQUEST. EXIST THE EXIST THE SURFACE SHALL BE � �� lr�r�y�� BROOM FINISH INCLUDING A 4" CITY OF KENT EDGE(SHINE)AT PERIMETER. � ENGINEERING DEPARTMENT 6. GUARD POST SHALL BE LOCATED KENT GUARD POST OUTSIDE OF THE CLEAR ZONE. SEE W—HI"uTu" STANDARD PLAN 6-50. �� 1 38296 �� c/ ��r sm�'�� '�� COK DRAWN DESIGNED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK DATE 12/2019 Z Z APPROVED ENGINEER 3-3 4" 90° DIRECTIONAL ARROW r l TYPICAL 2" HIGH BLACK DISTANCE FROM STENCIL MARKINGS ON MARKER POST THIS FACE ONLY. TO MAIN HOMERIGHT PAINT 11 Oo cO�CRETE INDICATES SIZE( z ) � �� co 30 OF VALVE E ro OF PO / ,,v"I5 E IN TOP EO�RpDE GROOV F1�I51� / FOR 2 SIT 1 DISTANCE �A BOO of WHIFACE 5 3,1 TO VALVE ( � ) �V p p P BLOWOFF c� TT 0� pRo PpINSTpNO pf) 1N �S�TE 2 FOR PRECAST UNITS INCLUDE Ty A P RECESSED STAMP FOR TYPE R FORCE p gA 3 REI TYP, ti 11/� 1318" 53,60�g5 NOTES: 3 112 1. FOR USE ON EASEMENTS OR WHENEVER THE WATER VALVE IS LOCATED IN AN UNPAVED AREA. 2. THE FOG TITE INC.VALVE MARKER NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT POST WITH THE"WATER"LEGEND IS t� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE THE PRE-APPROVED PRODUCT.ALL ��E C ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OTHERS REQUIRE THE WRITTEN pF WA hrI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. APPROVAL OF THE ENGINEER PRIOR q � � CITY OF KENT TO INSTALLATION. �\� ENGINEERING DEPARTMENT 3. LOCATE BEHIND WALK WHEN PRESENT OR BEYOND ROADWAY KENT VALVE MARKER POST CLEAR ZONE. d� 36296 9 �4 WASHINGTON � � IS'm FIR9 .�'�� DRAWN ED COK Ok GI COK SCALE NONE STANDARD PLAN NAL � CHECKED COK DATE 12Z2019 Z_ A APPROVED ENGINEERJ `h OLYMPIC FOUNDRY VB C/L 940 WITH TWO(2)INCH "DEEP SKIRT"COVER. THE COVER SHALL BE MARKED"WATER".SEE SLOPE AWAY 2% MAX(TYP) NOTES 3,4,AND 5. 3' X a as np a 4" SEE NOTE 3 iq O Q d d CARE SHALL BE TAKEN IN ° a BACKFILL OPERATIONS ° ENSURING OPERATING NUT F_ WATER MAIN IS IN CENTER AT ALL TIMES `Y' WATER ° DIRECTION BASE SECTION: RICH 24" I OPERATING z Ia p 44 VALVE BOX BOTTOM NUT EXTENDER OLYMPIC N0.VB1C OR I AS NEEDED iO a N a d PRE-APPROVED EQUAL AND (BELOW RIGHT) SHALL BE COMPATIBLE WITH TOP SECTION _I I_ > 3'x3'x4"THICK CONCRETE (3,000 PSI)PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 4 2"SQUARE OPERATING NUT ROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK 0 = w H � VALVE BOX WITH z Lu Lu Lu OPERATING NUT EXTENDER NOTES: 3/4" SOLID 1. EXTENSIONS ARE REQUIRED WHEN STEEL ROD. VALVE NUT IS MORE THAN THREE(3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO(2) COATS OF METAL PAINT. 3. EARS, LUGS OR STAINLESS CAP OPERATING NUT EXTENDER SCREWS(TRANSMISSION MAINS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ONLY)ON COVER SHALL BE ALIGNED AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH DIRECTION OF WATER FLOW, �yFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SEE PLAN VIEW. 'S pF WAq�t� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4. FOR ADDITIONAL REQUIREMENTS AND qZ W �p�� CITY OF KENT �' ENGINEERING DEPARTMENT USE SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS 3.19.B � VALVE BOX AND AND C. KENT 38296 WASNINOTON OPERATING NUT EXTENDER ^� 5. VALVE BOX SHALL BE CENTERED OVER O* dal,$T � DESIGNED COK SCALE_ NONE STANDARD PLAN 2"SQUARE OPERATING NUT. �I�r SS�1 DRAWN COK IONAL CHECKED COK DATE 12/2019 Z APPROVED ENGINEER J SEE STRAP DETAIL BELOW TYPE A BLOCKING FOR 11 Y4"AND 22 Y2"VERTICAL BENDS Q VB S d L QLu p LL ( J Z FUSION BONDED EPDXY Lu ^ Y m v p w Ln COATED SHACKLE RODS(TYP.) z pw LL w LLUOz u � _= � vO � (n Uw m LL L- pOzzNZ 0 0 O (n� � 0 0z p a! PU " a H Lu> O 0 ¢ w z v o p d a ° d 4 11� 8 2 18 ° �A n ° \�' 22 12 2� e °a n \\�/ 11Y4 12 2/4 ° -x 6" 22 Yz 27 3 d �' o / / 300 24 a ° ° \\� 11 16 2 Y2 d a a \\F 8" 22 Y2 43 3 i/z ° d /\\� 64 4 0 12" 11 1 ° o ° \w 22/ 125 5 36 A° A G° g\Co \ ° \ /\ ° A d ° o n° n \cn ° d a A \ A s FUSION BONDED EPDXY \, COATED SHACKLE RODS(TYP.) TYPE A d ° IqA a i\ Ad ° d °d A O d \\/ 0 STRAP DETAIL ° ° /\% \\/ /\ TYPE B BLOCKING ° da A �FOR 450 VERTICAL BENDS °d ° d \\ VB S d L a J \w p z O Z m Y A° t° Lu w U ^ 0 Lu n a LU / co W � ' �Z = of u —i e _ °ZU /�/\\�.. (2 LuU U wLL CO 0 1i LL0O ° A N 0z iy — 0O O ° ed A A'2Lu z0 i d !Z� Lu p a \\ 6" 64 4 % 20 °d 8" 300 45 125 5 S 12" 216 6 1 30 TYPE B NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAgj�j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. p� W CITY OF KENT 0 ENGINEERING DEPARTMENT \ CONCRETE BLOCKING KENT 4 d� WASNINOTON SHEET 1 OF 2 38296 �rCOK lk� daI$m�LvS 1�� pE�SWN ED COK SCALE NONE STANDARD PLAN S`�IOIVAL CHECKED COK DATE 12Z201 9 3—9 a APPROVED ENGINEER WRAP PIPE AND FITTINGS WITH 8-MIL POLYETHYLENE SHEETING AS BOND BREAK BETWEEN PIPES AND / CONCRETE THRUST BLOCK CONCRETE / THRUST BLOCK 0 2 VERT�L l OF PIPE AND BLOCK \ vN0 BOTTOM FACE THRUST BLOCK AREA REFERS TO THE BOTTOM FACE OF BLOCK MEASURED IN SQUARE FEET TYPE C TYPE C BLOCKING FOR 11 X4", 22,",450,AND 900 VERTICAL BENDS THRUST BLOCK AREA IN SQUARE FEET PIPE FIRM SILT OR COMPACT SAND NOTES: SIZE FIRM SILTY SAND COMPACT SAND AND GRAVEL 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12" DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN a a a SHALL BE DETERMINED BY THE ENGINEER. zN z N 0 z N z = o z LL o z z o z m o z z o z m o z z 2. ALL BLOCKING FOR VERTICAL FITTINGS(POURED IN PLACE) N z O m o Lu a m �' m o LU ¢m a' m o Q a m SHALL BEAR AGAINST UNDISTURBED NATIVE GROUND. ins vo � vo � vo La_ Luu Lu ,� Lu ,-I Lu r' 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED MINIMUM COMPRESSIVE STRENGTH. 4" 5.8 4.2 1.7 2.9 2.1 1.0 2.2 1.6 1.0 4. ALL BLOCKING SHALL BE COMMERCIAL CLASS 3000 CONCRETE. 6" 13.3 9.4 3.8 6.7 4.7 1.9 5.0 3.5 1.4 5. AFTER INSTALLATION,SHACKLE RODS AND PIPE SADDLES SHALL BE CLEANED AND COATED WITH 2 COATS OF ASPHALTIC 8" 23.3 16.7 6.7 11.7 8.4 3.4 8.8 6.3 2.5 VARNISH, ROYSTON ROYKOTE#612M OR APPROVED EQUAL. 6. SHACKLE RODS SHALL BE FUSION BONDED EPDXY COATED 12" 53.0 37.5 15.0 26.5 18.8 7.5 20.0 14.0 5.6 ROUND MILD STEEL,ASTM A 36,WITH THREADS ON ENDS ONLY. AREAS CALCULATED ON 300 PSI TEST PRESSURE AND 3'-0"MIN COVER OVER WATER MAIN 7. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS. REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA9� a THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. I � CITY OF KENT Q�11 ENGINEERING DEPARTMENT KENT CONCRETE BLOCKING 38296 4 WASHI"GTG" SHEET 2 OF 2 0 �i'�j t ST15.R�9 ,�'�q DESIGNED COKDRAWN COK SCALE NONE STANDARD PLAN �S�IONAL � CHECKED COK DATE 12/2019 ENGINEER 3-9 b APPROVED INSPECTION LID,SEE NOTE 7 UNOBSTRUCTED INSPECTION LID ANGLE STOP AND METER WHEN ACCESS EQUIPPED STOP SHALL BE LOCATED IN BOX o WHERE ANGLING OF SHUT-OFF. z _ WRENCH IS NOT REQUIRED Lu i r METER BOX SIDEWALK(6"MIN.) d w w SIDEWALK OR SEE NOTE 1 OR PLANTER STRIP d w CURB PLANTER STRIP I I -� STREET L --J DRILL o HOLE SINGLE ANGLE STOP 6"MIN. CHECK ACCESS ELL p (TYP.) w zl z_ cD ANGLE METER STOP 2'MAX. FROM J o O PROPERTY LINE cc! w = WITH PADLOCK WINGS SEE NOTE 5 L 2: 4 METER Lu LL METER SETTER(3/"OR 1" SEE NOTE 6 SETTERS SEE NOTE 8 I w o DEPENDING ON METER) o SEE NOTE 1 8"TO 10"OF 5/8" - m � N 1" PACK JOINTx 4"I.P. GRAVEL FOR a THREAD MALE ADAPTER DRAINAGE AND BOX I o (4"SETTER ONLY) SUPPORT a INLET PLAN VIEW CUSTOMER SERVICE LINE TO HOUSE OR NOTES: SEE NOTE 5 BUILDING INSTALLED UNDER PLUMBING PERMIT 1. SEE SEC. 3.10 FOR PRE-APPROVED METER SETTERS AND METER BOXES. END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 2. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS REQUIRED. 7.02.040 3. PROVIDE 8"MIN.CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT INSTALL AN 18"PIECE OF SCHEDULE 80 PVC PIPE IN METER SETTER BRACE EYE. METER BOXES. 4. CENTER METER SETTER IN METER BOX; FRONT-TO-BACK,SIDE-TO-SIDE. 1"0 MIN.TYPE"K"COPPER PIPE 5. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC 1"PACK JOINT ADAPTER X OR POLYETHYLENE PLASTIC PIPE COATED, FOR POLY PIPE ONLY. BARE WIRE ENDS. NO SPLICES 1"I.P. FEMALE THREAD TO PROPERTY LINE WILL BE ALLOWED. PERMANENTLY CONNECT WIRE END TO SADDLE 1"CORP. DOUBLE OR CORP. STOP. STRAP SADDLE 6. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER G AND TAPPING SADDLE WITH STAINLESS STEEL HOSE CLAMPS. 7. INSPECTION LID IS ONLY INCLUDED IN PLASTIC BOXES ALLOWED 220 SEE NOTE 5 IN PLANTER STRIPS. i 8. ALL NEW INSTALLATIONS AND REPLACEMENTS SHALL ENSURE BOX AND SETTER PLACEMENT IS OR WILL BE SQUARE TO THE NEW OR CL.-52 DUCTILE IRON WATER MAIN. EXISTING HARDSCAPE SURROUNDINGS. 9. PRV TO BE ALL CAST BRONZE UNIONLESS WATER REDUCING VALVE AND STAINLESS STEEL STRAINER WILKINS, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NO.600, 3/4", 1", 1 1/2",OR 2", AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE BY-PASS, MONEL TRIM. MAX. FOR ��F�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER-AIR OR PRE-APPROVED EQUAL. pF WA9�j��a THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT SERVICE CONNECTION 38296 WASHINOTON 1" SERVICE 0 �'dC}'j$vmFg ,� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �S�IONAL � CHECKED COK DATE 1=019 ENGINEER 3-10 APPROVED w a z O z METER BOX W Lu w a w SEE NOTE 4 0 a d w SIDEWALK OR PLANTER STRIP 17-1/4"(2" MTR.) SIDEWALK CURB 13-1/4"(1-1/2" MTR.) OR PLANTER STRIP o SPACER PIPE 1'MAX FROM 6"MIN. o W/HOLE IN I PROPERTY LINE - SPACER(DO NOT STREET (nP') °' INSTALL GASKETS) ANGLE METER STOP WITH PADLOCK WINGS SINGLE CHECK ELL DRILL HOLE METER SETTER 8"TO 12"OF 5/8"GRAVEL FOR SEEN OTE 3 DRAINAGE AND BOX SUPPORT SEE NOTE 1 0 0 ADJUSTABLE BRACE O CUSTOMER SERVICE LINE TO HOUSE OR BUILDING,INSTALLED PACK JOINT (NO BY-PASS) UNDER PLUMBING PERMIT ADAPTER(TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 7.02.040 SEE NOTE 8 NOTES: 1"0 MIN.TYPE"K"COPPER PIPE 1. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC OR POLYETHYLENE PLASTIC COATED BARE WIRE ENDS, FOR POLYETHYLENE PLASTIC PIPE ONLY. PIPE TO PROPERTY LINE NO SPLICES ARE ALLOWED. 2. FORD NO. FB-500,AY MCDONALD OR MUELLER CORPORATION STOP PERMANENTLY CONNECT OR APPROVED EQUAL. BARE WIRE END TO SADDLE OR CORPORATION STOP 3. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH STAINLESS STEEL HOSE CLAMPS. BALL TYPE CORP. STOP W/M.I.P.T. ENDS 4. SEE SEC. 3.10 FOR PRE-APPROVED METER SETTERS AND METER SEE NOTE 2 BOXES. DOUBLE STRAP SEE NOTE 1 5. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS SADDLE REQUIRED. 6. PROVIDE A MINIMUM OF 2"CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 220 7. CENTER METER SETTER IN METER BOX; FRONT-TO-BACK, SIDE-TO-SIDE. HORIZONTAL 8• INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE METER SETTER BRACE EYES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �v F REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER MAIN OF WAg�I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT F.I.P.X POLYETHYLENE PIPE- �� :Q� ,� ENGINEERING DEPARTMENT PACK JOINT ADAPTER WITH STAINLESS STEEL INSERT KENT SERVICE CONNECTION 38296 4 WASHI„GTON 1-1/2" AND 2" SERVICE 0� �'dC}'jSvm�g�� ,�'�q DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN �SSIONAL � CHECKED COK DATE 12/2019 ENGINEER 3-1 1 APPROVED TO LANDSCAPE IRRIGATION PRESSURE REDUCING TO LANDSCAPE VALVE(PRV)IF REQUIRED IRRIGATION TO FOR IRRIGATION DOUBLE CHECK BUILDING VALVE ASSEMBLY I co (DCVA) PRV IF REQUIRED FOR BUILDING(SEE STANDARD DEDUCT METER---' PLAN 3-13) �—INSTALL TEE AFTER PROPERTY LINE DCVA R/W, PROPERTY OR REDUCED PRESSURE BACK FLOW EASEMENT LINE ASSEMBLY(RPBA),SEE STANDARD PLANS 3-14a AND 3-14b DOMESTIC WATER METER IRRIGATION WATER METER TYPICAL DEDUCT INSTALLATION TYPICAL IRRIGATION ONLY INSTALLATION 0 Lu W J 0cl_IZ d Iw IRRIGATION BOX, Iw METER BOX SEE NOTE 2 6"VALVE BOX o I DEDUCT METER SEE NOTE 5 QUICK co UNION(TYP.) COUPLER z ANGLE SWING METER JOINT N STOP CHECK ELL DOUBLE IRRIGATION MAINLINE CHECK VALVE 6" (SIZE VARIES) ASSEMBLY O o0gg CROW °O° PRESSURE REDUCING METER SETTER O oo o PIPE BRACE(OPTIONAL) �ao opoo8OW0 op o R4� VALVE LOCATION,IF d�6 REQUIRED FOR SERVICE LINE FROM 12" LAYER IRRIGATION, PER DOMESTIC WATER PEA GRAVEL STANDARD PLAN 3-13 NOTES: 1. DRAWINGS ARE ILLUSTRATIONS ONLY.SIZE OF METER AND BACKFLOW PREVENTER SHALL BE PER THE APPROVED PLANS INSPECTION LID 2. BOXES OR VAULTS SHALL BE PER SECTION 3.10.E. (OPEN,TYP) 3. BACKFLOW PREVENTION SHALL BE PER SECTION 3.16 AND 3.18. SPECIFIC MATERIAL AND SIZE REQUIREMENTS WILL BE IDENTIFIED ON THE PLANS AND/OR CONTRACT SPECIAL METER BOX PROVISIONS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4. FOR IRRIGATION USE ONLY INSTALLATION. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE THE DCVA AND IRRIGATION BOX SHALL ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE INSTALLED PRIOR TO THE METER OF WAq� a THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. BEING SET.THE DCVA CAN BE CERTIFIED AFTER INSTALLATION FQ CITY OF KENT OF THE METER. $ �� ] ENGINEERING DEPARTMENT 5. THE DEDUCT METER SHALL BE A KENT IRRIGATION SENSUS OMNI WITH A TOUCH READ d 38296 WASHINGTON SERVICE INSTALLATION THAT READS IN HUNDRED CUBIC FEET. �'c�ICrlsm�g�� DESIGNED coK STANDARD PLAN �� DRAWN COK SCALE_ NONE SSIONAL � CHECKED COK DATE 12/2019 3-15 APPROVED ENGINEER 4j6" ALL PARTS OUTSIDE OF THE ENCLOSURE SHALL BE INSPECTED BY THE FIRE DEPARTMENT.THE ENCLOSURE,ITS CONTENTS AND PIPING TO THE JN. 15 MAIN SHALL BE INSPECTED BY THE CITY OF KENT. CONCRETE PAD ic R/W "MIN.(TYP) z INSTALL AN 5 ISOLATION 23 r4 6 38 E24 VALVE AT THE MAIN o FROM TO MAIN o o BUILDING 0 9„ 91 MIN. 38 z ° MIN 10 11 44 23 N 4 METER 41 23 23 0 5 U 0 .~. u- 38 PROVIDE 9" MIN. 0 38 CLEARANCE(TYP.) x = 40 42 SLOPE 6 12" MIN. GRADE 0 co 24" 24" 43 fs a 5/8"MINUS CRUSHED cn Lu $ 3p CONTINUE RESTRAINT z cc: RESTRAIN ALL ROCK 2"MINIMUM ESIZE AS NEEDED a JOINTS FROM MAIN RESTRAINED BEND MI(TYP) 8 0 L ASSEMBLY VARIES BY MANUFACTURER AN 10 FLOW_ FLOW NOTES: 44 39 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. SEE STANDARD PLANS 3-18d SHT.4 FOR AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE PARTS LIST AND 3-18e SHT.5 FOR NOTES. F REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF Wk9l �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. ABOVE GROUND INSTALLATIONS SHALL BE USED IN AREAS PRONE TO FQ � p CITY OF KENT FLOODING OR WITH HIGH WATER C ENGINEERING DEPARTMENT TABLES INCLUDING BUT NOT LIMITED • DOUBLE CHECK DETECTOR ASSEMBLY ABOVE TO THE KENT VALLEY FLOOR. KENT GROUND (DEMAND GREATER THAN 2") 38296 WASHINGTON SHEET 1 OF 5 3. IF CONCRETE THRUST BLOCK OR FLANGE O� ��aISm�R�� DESIGNED COK SCALE NONE STANDARD PLAN FORMSFITTINGS CANNOT BE USED,2 OFDRAWN COK THRUST RESTRAINT ARE REQUIRED. �SSIONAL �� CHECKED COK DATE 1%019 APPROVED ENGINEER 3—18 a SEE KCC CHAPTER 13 DOUBLE CHECK DETECTOR ASSEMBLY PARTS LIST AND STANDARD PLAN 3-18 SHEET 5 FOR NOTES. SEE STANDARD PLAN 3-18 SHEETS 1,2 AND 3 FOR PLAN, ELEVATION AND SECTION. 29 10",8",6"OR 4"NON-RISING STEM RESILIENT WEDGE GATE lO LOCKING FOLLOWER RING. VALVE WITH 2"OPERATING NUT. O2 4"MIN. RESTRAINED JOINT D.I.CLASS 52. 30 THRUST RESTRAINT USED OTHER THAN FLANGE FITTINGS OR CONCRETE BLOCKING REQUIRES TWO FORMS OF THRUST O3 PRECAST CONC.VAULT.SEE KCC TITLE 13 FIRE PREVENTION AND PROTECTION RESTRAINT,EXAMPLE:ONE MEGA-LUG AND ONE SHACKLE ROD. ® APPROVED DCVA IN BYPASS LINE(LATEST WASHINGTON STATE HEALTH 31 NOT USED. DEPARTMENT APPROVED LIST)SHALL BE ON OPPOSITE SIDE OF PUMPER LINE. 32 NOT USED. (PART OF DCDA). 33 NOT USED. O5 DCDA IN MAIN LINE(LATEST WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED LIST). 34 NOT USED. © METAL STANTION STYLE STANDS UNDER CHECK VALVES. 35 10",8",6",OR 4"RESILIENT WEDGE GATE VALVE,FL W/POST INDICATOR W/TAMPER SWITCH. O7 10",8",6"OR 4" FL COUPLING ADAPTER. 36 SIGN ON OUTSIDE OF BUILDING............. FIRELINE DCDA ® 10",8",6"OR 4" PExFL PIPE. 37 10",8",6"OR 4"SPOOL, FLXFL. INSIDE BLDG. 9O GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE TO MAKE WATER TIGHT SEAL. 38 10",8",6"OR 4"900 BEND,FLxFL. 10 10",8",6"OR 4" RESILIENT WEDGE GATE VALVE, FLxFL W/POST INDICATOR W/ 39 10",8",6"OR 4"90°BEND,MJ. TAMPER SWITCH. 40 WRAP PIPE WITH 1/2"EXPANSION JOINT MATERIAL. 11 10",8",6"OR 4"TEE, FLxFL 41 A.S.S.E. 1060 CERTIFIED CLASS II FIBERGLASS OR 12 10",8",6"OR 4" REDUCING 90°BEND, FLxFL AS REQUIRED. ALUMINUM ENCLOSURE 13 6"OR 4"LONG RADIUS 900 BEND, FLxFL 42 3/8'SS EXP BOLTS 24"O.C. 14 6"OR 4"SPOOL, FLXFL 43 REINFORCED CONCRETE SLAB WITH #4 AT 15"O.C. EACH WAY. 15 6"SWING TYPE GRAVITY OPERATED CHECK VALVE, FL W/BALL DRIP IN VAULT OR INSIDE BUILDING DEPENDING ON DCDA APPLICATION. 44 CONCRETE BLOCKING AS REQUIRED. 16 6"OR 4"90°BEND, FLXFL 45 DISTANCE FROM THE OPERATING NUT TO THE INSIDE WALL SHALL BE 18"MIN.OR PER THE MANUFACTURER'S 17 6"OR 4"SPOOL, FLxFL. RECOMMENDATION. 18 NOT USED 19 FLxIP ADAPTER. 20 6"OR 4"GALVANIZED. PIPE,THREADED, LENGTH AS REQUIRED 21 *4"x4"x6" BULL HEAD THREADED TEE. 22*UL LISTED FD CONNECTION AND UL LISTED LOCKING CAPS, LOCATE WITHIN 50' MAX. * 21 & 22 ARE GENERALLY 6"WITH THE BULLHEAD, OF A PUBLIC FIRE HYDRANT.WITH FIRE DEPARTMENT APPROVAL, FDC CAN BE ELBOW AS INDICATED.IN CASES WHERE A MOUNTED ON THE BUILDING WITH 5"ANODIZED ALUMINUM STORZ NOZZLE(HIHS). 4" DCVA IS APPROVED,THE BULL ELBOW IS ELIMINATED AND THE FD CONNECTION IS 23 APPROVED ASSEMBLY WITH TAMPER SWITCHES.ADD WIRING IN ACCORDANCE WITH ATTACHED DIRECTLY TO THE GALVANIZED. LAND I PIPE. 24 GALVANIZED.CONDUIT SLEEVE,SEALED BOTH ENDS,FOR ELECTRONIC MONITORING WIRES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA9 25 LADDER AS REQUIRED PER OSHA. �� WA Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF �j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 26 AS REQUIRED BY THE KENT CITY Q a CITY OF KENT CODE _�� ENGINEERING DEPARTMENT 27 FLOOR DRAIN TO BUILDING • DOUBLE CHECK DETECTOR ASSEMBLY PLUMBING STORM SYSTEM. KENT AND VAULT PARTS LIST 38296 0 �4 WASHINGTON SHEET 4 OF 5 28 2"CLEARANCE INTERIOR AND O O:X> �aI SmF�g� DESIGNED COK STANDARD PLAN EXTERIOR ALL AROUND PIPE. �SSIpNAL �� DRAWN SCALE NONE CHECKED COK DATE 12/2019 APPROVED ENGINEER 3—18 d DOUBLE CHECK DETECTOR ASSEMBLY MINIMUM CLEARANCES IN VAULT ARE DEPENDENT UPON LOCATION OF PUMPER CONNECTION. GENERAL NOTES: 1. VAULT DIMENSIONS BASED ON SIZE OF APPARATUS AND MEETING 13. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE MAKING A WATER MINIMUM CLEARANCES. TIGHT SEAL. 2. ALL VAULT LIDS SHALL BE GALVANIZED STEEL AND HAVE DOUBLE DOORS 14. ALL PIPE TO BE DUCTILE IRON CEMENT LINED CLASS 52 PIPE EXCEPT WITH LID UNDER DRAINS WHICH DRAIN TO EXTERIOR OF VAULT.DRAINS WHERE INDICATED.INSTALLATION MUST ALLOW CLEARANCE FOR PROPER SHALL BE DIRECTED TO A VEGETATED AREA AND MUST NOT CAUSE OPERATION OF ALL O.S AND Y's. PONDING,EROSION,OR SAFETY CONCERNS. 15. GALVANIZED STEEL PIPE SHALL BE WRAPPED WITH POLYETHYLENE 3. MINIMUM APPARATUS SIZE SHALL BE 4 INCHES. WRAPPING 10mm THICKNESS. 4. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 16. COMPLETE ALL WORK IN ACCORDANCE WITH STATE,CITY AND MANUFACTURER STANDARDS. 5. LADDERS WITHIN VAULTS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO TOP OF APPARATUS EXCEEDS 30",AND/OR THE APPARATUS IS 17. SYSTEM SHALL NOT BE PUT INTO SERVICE UNTIL DCDA IS APPROVED BY MORE THAN 12"ABOVE THE FLOOR.INSTALLATION OF ALL LADDERS THE CITY AND TESTED/CERTIFIED BY A WASHINGTON STATE LICENSED SHALL BE IN COMPLIANCE TO OSHA. TESTER. 6. ALL BACKFLOW PREVENTERS SHALL BE ON THE LATEST LIST APPROVED 18. DCDA IS PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER BY THE DEPARTMENT OF HEALTH AND THE CITY OF KENT. WITH ANNUAL CERTIFICATIONS REQUIRED. 7. MAKE ALL ATTEMPTS TO LOCATE DCDA VAULT OR INSULATED ENCLOSURE 19. ELECTRONIC SUPERVISION OF CONTROL VALVES IS REQUIRED. AND SWING CHECK VAULT IN PLANTING AREA AND NOT IN PAVING AREA. 20. THE INSTALLATION OF THE FIRE DEPARTMENT CONNECTION SHALL BE S. ALL BENDS AND ELBOWS TO BE CAST IRON,CLASS 250,CEMENT LINED. PER THE FIRE CODE OFFICIAL. (SEE APWA AND AWWA). 21. AN ISOLATION VALVE SHALL BE PROVIDED AT THE CITY WATER MAIN. 9. BYPASS LINE TO BE ON OPPOSITE SIDE OF PUMPER LINE. 22. BY-PASS AND FIRE DEPARTMENT CONNECTION AS SHOWN IN 3-18a,b and 10.INSTALL THREADED PLUGS IN ALL 8 TEST COCKS. c ARE REQUIRED. 11.INSTALL A MINIMUM OF 2 ADJUSTABLE STANCHION STYLE SUPPORTS. 23. SEE STANDARD PLAN 3-18a,b and c FOR PLAN,ELEVATION.AND SECTION. 12.FOR FIRE PIPING SYSTEM INSTALLATIONS ON PRIVATE SIDE OF VAULT, 24. SEE STANDARD PLAN 3-18d FOR PARTS LIST. THE CONTRACTOR MUST HAVE SPECIAL FIRE CERTIFICATION. INSIDE BUILDING NOTES: 1.ROOM IN WHICH DCDA IS PROPOSED TO BE LOCATED SHALL: 4. INSTALLATION OF DCDA IS APPROVED BY HORIZONTAL ALIGNMENT ONLY. A. HAVE FLOOR DRAINS CONNECTED TO STORM OR SANITARY SEWER. B. HAVE A HEATING SYSTEM(40°F MIN.TEMP.)NO HEAT TAPE. 5.A HEATED,R-19 INSULATED WOOD FRAMED ENCLOSURE IS AN C. NOT BE USED FOR STORAGE AROUND THE DCDA. ACCEPTABLE ALTERNATIVE TO A ROOM IF DCDA IS TO BE LOCATED IN AN D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DCDA AND WALL UNHEATED BUILDING.THE ENCLOSURE MUST MEET ALL REQUIREMENTS OF MOUNTED PIVS. THE DEVELOPMENT SERVICES DIVISION. 2. GROUT ALL AROUND PIPE WHERE IT ENTERS THE BUILDING. 6.INTERIOR DCDA SHALL ONLY BE ALLOWED IN ZONING AREAS THAT HAVE ZERO SETBACK REQUIREMENTS BETWEEN THE BUILDING AND THE 3. IF PRIVATE HYDRANTS ARE REQUIRED FOR THE PROJECT,ENTIRE SYSTEM PROPERTY LINE. (HYDRANTS AND FIRELINE)SHALL BE ISOLATED FROM CITY SYSTEM BY A DCDA LOCATED AT THE PROPERTY LINE PER STANDARD PLANS 3-18a,b 7.FOR INSIDE BUILDING DCDA,THE CITY'S RESPONSIBILITY SHALL CEASE AND c. TEN FEET(10')OUT SIDE OF THE BUILDING. ABOVE GROUND NOTES: 1. ENCLOSURE TO BE LOCATED OUTDOORS AND ACCESSIBLE TO THE CITY. ALTERNATE LOCATION REQUIRES THE CITY APPROVAL. 2. HEATERS AND WIRING SHALL BE RATED AT 2,000 WATT FOR 8"AND UNDER: 3,000 WATT FOR 10". 3. CONCRETE TO BE 2500 PSI(MINIMUM)MIX WITH AIR ENTRAINMENT. 4. DRAIN TO DAYLIGHT WITH BIRD SCREEN NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE LOCATED AT SLAB LEVEL(SIZED PER F REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT MANUFACTURERS RECOMMENDATION). �oF WAg�I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5. NO BRANCH CONNECTIONS ALLOWED CITY OF KENT BETWEEN METER AND DCDA. :Via' �� ENGINEERING DEPARTMENT • DOUBLE CHECK DETECTOR KENT ASSEMBLY AND VAULT NOTES 38296 ,9 ��' WASHINGTON SHEET 5 OF 5 O:X> �aj$mF1R� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN- �S�IONAL � CHECKED COK DATE 12/2019 EN�,NEER 3-18 e APPROVED 6" NIPPLE FOR 2"INSTALL: USE OLDCASTLE MODEL#444-LA OR APPROVED EQUAL WITH 3'X3' INSTALL HATCH (H20 RATED)FOR PLANTER AREAS ONLY,SEE NOTE 1 90°BEND(TYP)- STAINLESS FOR 4"AND 6"INSTALL: STEEL USE OLDCASTLE MODEL#506-LA WITH 55-332P COVER, SEE NOTE 1 OPEN SCREEN FLANGE BETWEEN 3'x3'x4"3000 PSI 00 2"MIN. FLANGES CONCRETE PAD IN EXISTING GRADE 6"MAX. SEE NOTE 2 UNPAVED AREAS COMPANION FLANGE WITH BREAKAWAY BOLTS X UNIONS z DISCHARGE RISER m: SEE NOTE 2 PLUG ANCHORS TEE SEE NOTE 2 3" MINIMUM 3/4" VALVE BOX AND 6"NIPPLE ��WASHED ROCK EXTENSION SEE KENT GROUT PENETRATION(TYP) STANDARD PLAN 3-7 2"MIN. CL FOR 2"INSTALL: VALVE#145C NO SPLICES OR aME NOTE 6 OR APPROVED EQUAL 2"APCO 30INTS ARE ALLOWED HEAVY DUTY AIR RELEASE WHEN LESS THAN 18 ! FOR 4"AND 6"INSTALL: FEET IN LENGTH LVAL-MATIC COMBINATION AIR 2",4"OR 6" RESILIENT 2"MIN. VALVE MODEL VM-206C WEDGE MAINTAIN L °• STYROFOAM INSULATION GATE VALVE POSITIVE 2" MIN. "PEANUTS"IN HEAVY NYLON SLOPE MESH BAGS SEE NOTE 5 p FOR 2"INSTALL: SWING 30INT r 3" MINIMUM 3/4"WASHED ROCK (2)STREET ELBOW FOR 4"AND 6"INSTALL: CL. 52 OPEN KNOCKOUT DUCTILE IRON 900 ELBOW FOR DRAINAGE(TYP) AND CONNECT TO TEE VAULT MODEL#444-LA 3'-4" VAULT MODEL#506-LA 3'-11" FOR 2"INSTALL MIPT X MIPT CORPORATION STOP FORD#FB 500,AY MCDONALD, MUELLER OR APPROVED EQUAL FOR 2"INSTALL: DOUBLE STRAP SADDLE SMITH BLAIR #313-18888-14 OR APPROVED EQUAL FOR 4"AND 6"INSTALL: CL. 52 DUCTILE IRON TEE NOTES: 1. INSTALLATIONS IN AREAS REQUIRING TRAFFIC BEARING VAULTS REQUIRE APPROVAL BY THE ENGINEER.INSTALLATIONS IN SIDEWALKS AND/OR PEDESTRIAN CIRCULATION PATHS REQUIRE A SLIP RESISTANT SURFACE. 2. DISCHARGE RISER SHALL BE INSTALLED IN PLANTER AREAS ONLY.ANCHOR RISER WITH 2"xl/4"STAINLESS STEEL STRAPS AND 3/8" HILTI EXPANSION BOLTS. PAINT THE ABOVEGROUND PIPING WITH TWO(2)COATS OF FARWEST WONDERGLOW QUICKSET HI-PERFORMANCE ENAMEL, #1100 SERIES,WHITE. 3. FOR 2"INSTALLATION: PIPE AND FITTINGS TO BE BRASS FOR INLET SIDE OF AIR RELEASE VALVE. FOR 4"AND 6"INSTALLATION: PIPE AND FITTINGS TO BE CL. 52 DUCTILE IRON. 4. PIPE AND FITTINGS TO BE GALVANIZED FOR OUTLET SIDE OF AIR RELEASE VALVE. 5. OPTIONAL INSTALLATION FOR NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CITY SHALLOW WATER MAIN DEPTHS. ��F�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 6. CENTER AIR VAC ASSEMBLY ��OF WAg�I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IN THE VAULT. � �a�� CITY OF KENT Q� Z ENGINEERING DEPARTMENT 299, 4" AND 6" KENT COMBINATION AIR/VACUUM WASHINGTOM 38296 � �4' VALVE AND VAULT DRAWN DESIGNED COK COK SCALE NONE STANDARD PLAN S�IOIVAL � CHECKED COK DATE 12/2019 Z_ O APPROVED ENGINEER J NOTES: 1. MECHANICAL JOINT LONG SLEEVES SHALL BE HEAVY DUTY CAST DUCTILE IRON, HAVE END AND SIDE GASKETS. 2. "SST"STAINLESS STEEL TAPPING SLEEVES BY ROMAC INDUSTRIES INC.OR APPROVED EQUIVALENT.OUTLETS SHALL BE FLANGED. 3. LONG TAPPING SLEEVE AND VALVE ASSEMBLY TO BE PRE-APPROVED BY THE ENGINEER. PRESSURE TESTING SHALL BE APPROVED BY CONSTRUCTION INSPECTOR PRIOR TO TAPPING. FOLLOW AWWA REQUIREMENTS FOR DISINFECTION OF TAPPING SLEEVES(AWWA STD.C651) 4. WET TAPS SHALL NOT BE ALLOWED ON SAME SIZE OR SMALLER MAINS. CONCRETE CONCRETE BLOCKING BLOCKING O 0 0 O O 0 o O + 0 0 as o O O O O SLEEVE EXISTING WATER MAIN PLAN ELEVATION HEAVY DUTY CAST DUCTILE IRON TAPPING TEE CONCRETE CONCRETE BLOCKING BLOCKING 4 d O O O O ® a + O O O O a 9 6 PLAN DUCTILE IRON TAPPING TEE ELEVATION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAgI�j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. pq W �a�� CITY OF KENT 0 ENGINEERING DEPARTMENT \ TAPPING SLEEVE AND KENT 4 d� WASNINOTOM VALVE ASSEMBLIES 38296 0rLj� daI$m�LvS DRAWN DESIGNED COK COK SCALE NONE STANDARD PLAN IONAL CHECKED COK DATE 12Z2019 3-21 APPROVED ENGINEER UNPAVED AREAS PAVED AREAS PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-67 EXISTING PAVEMENT SURFACE RESTORATION AS I SAWCUT(TYP.) SURFACE SPECIFIED ON APPROVED PLANS ao a GRAVEL BORROW PER WSDOT 9-03.14 OR SUITABLE EXCAVATED SEE STANDARD PLANS 6-64 MATERIAL COMPACT TO 90% THRU 6-67 FOR TRENCH MINIMUM OF MAXIMUM DENSITY //� RESTORATION UNDER 36" MIN. 48"MIN. IN UNPAVED AREAS 'i� PAVEMENTS 10"OR 12"OR GREATER GREATER PIPE SIZE PIPE SIZE � C 12"MIN. PIPE ZONE MATERIAL SHALL BE 5/8"CSTC PER WSDOT 9-03.9. X/ PIPE 4"MIN. / SEE NOTE 2 SEE NOTE 1 NOTE: UNPAVED AREAS PAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: 30"FOR PIPE UP TO AND INCLUDING 12"NOMINAL DIAMETER. O.D. PLUS 16"FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. WHEN POOR QUALITY FOUNDATION MATERIAL IS ENCOUNTERED BELOW THE BEDDING MATERIAL,THE CONTRACTOR SHALL OVER-EXCAVATE AND IMPORT BACKFILL MATERIAL MEETING THE REQUIREMENTS OF WSDOT STANDARD SPEC 9-03.9(2)OR WHEN DIRECTED BY THE ENGINEER.THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3. BENCH AS NEEDED FOR SHORING OR TRENCH BOX(TYP.)WHEN DEPTH OF TRENCH IS 4 FT.AND GREATER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA,zi, a THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. I � CITY OF KENT Q�11 ENGINEERING DEPARTMENT KENT TYPICAL WATER MAIN TRENCH 38296 9l_ WASHINGTON 0 �'dCt SvT1 ,� DESIGNED COKDRAWN COK SCALE NONE STANDARD PLAN �S�IONAL � CHECKED COK DATE 12/2019 APPROVED ENGINEER 3-2 2 FINISHED GRADE r, \/\/\/\/a\�ja\�ja\�ja\�ja\�ja\�j\�ja\�j\�j\�j\�� r a w W cc: (D c J Lu cc: Lu Q Z 0 QEMU 0 U Z Lu F N Z d Z ,`;' ? 0� Lu` ' EXISTING UTILITIES Lu � u- Ln a 0 oa oz v cx� 7,,, a 0 0 S'-0" MINIMUM HORIZONTAL DISTANCE j o BETWEEN WATER AND UTILITIES z j o 0 10'-0" MINIMUM HORIZONTAL o w DISTANCE BETWEEN WATER Ln AND SEWER � o PIPE ZONE BEDDING 6" MIN. NO JOINT WITHIN 10'OF A V-6" MINIMUM CLEARANCE WATER AND SEWER CROSSING WATER ABOVE SEWER NOTES: 1. WHERE VERTICAL SEPARATION IS EXISTING SEWER--/�Z RESTRICTED OR LIMITED,THE USE OF A RIGID 2"THICK FOAM SHALL BE PLACED BETWEEN THE WATER MAIN AND EXISTING UTILITY LINE FOR ISOLATION AND SEPARATION. 2. SEE KENT DESIGN AND CONSTRUCTION STANDARD SECTION 3.6.B AND CITY OF KENT STANDARD PLAN 3-25 WHEN 18" CLEARANCE BETWEEN SEWER AND WATER CANNOT BE MAINTAINED. 3. SEE KENT DESIGN AND CONSTRUCTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT STANDARD SECTIONS 3.63,4.4.E,4.7.B AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE AND 6.17.A FOR ADDITIONAL �yFREf ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INFORMATION. 0 WAgl�J THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. q W �a�� CITY OF KENT 4. SEE KENT STANDARD PLANS 6-64 THRU Er 0 ENGINEERING DEPARTMENT 6.69 FOR BACKFILL AND RESTORATION REQUIREMENTS. KEO T WATER MAIN CROSSING OTHER WASNINOTON UTILITIES S. DISTANCES"MAY"BE GREATER THAN d� 382ss �� '�C}' '� 3'-0"AND 4' 0"TO ACCOMMODATE * I� Sm� 1S1 DESIGNED COKDRAWN COK SCALE NONE STANDARD PLAN MINIMUM COVERS AND VERTICAL IONAL � CHECKED COK DATE 12/2019 CLEARANCES. APPROVED ENGINEER 3-24 15" 10" 2'-0" CEMENT CONC. 10" CLASS 3000 kS�EWEI -CO 9.1 3/4"SQUARES SPACED 3/4"AS a1/2" 2% INDICATED-HT. 1/8SEE NOTE 2 1/8" RAISE- 1/2" ° V WIDE BORDER- 6"PVC ° a ° THREADED PLUG CEMENT CONC. 1 7 3/4" 7 3/4" CLASS 3000 SEE NOTE 3 8"PVC PIPE(FOR SLEEVE) a FIBER JOINT PACKING (OPTIONAL) r� 2-0 ill z p 10" m 9„ a F o, ;o zLn L -- U � N 7" 7 3/4" 6"-450 ELBOW SEE NOTE 3 8 7/8" (BELL x SPIGOT) 15" CAST IRON RING&COVER CLEANOUT RING&COVER 6"WYE 6"SIDE SEWER SEE STANDARD PLAN 4-8M WATER TIGHT PLUG— NOTES: SLOPE z � 1. CAST IRON TO CONFORM TO A.S.T.M. z z A48-56 CLASS 30. z w (7 J NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT 2. COVER SHALL BE OLYMPIC FOUNDRY in o BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY M1007 OR EQUIVALENT MARKED THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON "SEWER-CO"OR"CO". �FFEEY FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON 3. TRACER WIRE = 12 GUAGE INSULATED ��OF WA III�� REQUEST. SOLID COPPER WIRE,GREEN PLASTIC �Q� CITY OF KENT COATED. BARE END OF WIRE ENGINEERING DEPARTMENT PERMANENTLY CONNECTED TO TEE AT U MAIN WITH A SS HOSE CLAMP.WRAP KENT 6" CLEANOUT SIDE SEWER AND INSTALL WIRE Wwa"i"oTox WITHIN CLEANOUT COVER,COIL 38296 v ENOUGH LENGTH TO BRING ABOVE 1 m� DESIGNED COK 11y DRAWN COK SCALE NONE STANDARD PLAN GRADE 18 INCHES FOR LOCATE S�IONAL � CHECKED COK DATE 12A2019 PURPOSES. APPROVED ENGINEER 4-7 MANHOLE MAY 6'DIAMETER SEE NOTE 3 INCLUDE OTHER / UTILITY MANHOLE \ 8" MIN. HMA PER A KDCS 6.16,OR 8" ° EXISTING MIN. DEPTH CONC. A.C. S 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 ° 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 ROADWAY,WHICHEVER IS GREATER FOG TITE VALVE POST MARKER,60# NOTE 4 SEE NOTE 5 VALVE BOX,LID AND CONC. COLLAR SHALL BE FLUSH WITH EXISTING GRADE 42" VALVE BOX IN ASPHALT AREA 7!7 8"MIN. HMA PER a KDCS 6.16,OR 8" MIN. 12" DEPTH CONC. , NOTES: a ° 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 t' THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON SHALL EXTEND A MIN. OF 2" ABOVE ��F RE( FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON CASTING FLANGE. pF WA9k1 �� REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ADJUSTMENT OF NEW AND KENT EXISTING UTILITY STRUCTURES 38296 � 4� WAIIIHINGTONTO FINISH GRADE O�c/ I,9T � �� DESIGNED COK COK SCALE NONE STANDARD PLAN DRAWN SsIONAL CHECKED COK DATE 12/2019 4-1 3 ENGINEER APPROVED NOTES: �/ 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH / 14Y2"TO 9" AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS JDEPENDING OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ON FRAME STANDARD SPECIFICATIONS. AND GRATE REQUIRED 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES FRAME AND GRATE PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 COMPLY TO AASHTO M 221 (ASTM A 1064).WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. S 5 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, 6"OR 12" CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE ONE#3 BAR HOOP FOR 6"HEIGHT 6"WEIGHS 200 LBS. LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER TWO#3 BAR HOOPS FOR 12"HEIGHT 12"WEIGHS 580 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTITIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT,UNLESS OTHERWISE NOTED ON THE PLANS ti6 2�„ MORTAR(TYP.) 3 INSTALL MAX. 44" MANHOLE #3 BAR ADAPTER, _ 44„ "SAND EACH CORNER COLLAR" 21" WHEN PIPE MIN. TYPE I.E. #3 BAR REQUIRES 18" EACH SIDE (NP•) : MORTAR(TYP.) #3 BAR EACH WAY 4" 30" _ PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT PIPE MATERIAL MAX.INSIDE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER ��F�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAq�REINFORCED OR THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PLAIN CONCRETE 12 pq , �� CITY OF KENT 0 ENGINEERING DEPARTMENT ^ti \ ALL METAL PIPE 15" KENT CATCH BASIN TYPE I 38296 ^� WASNINOTON SOLID WALL PVC O �I(,YI DESIGNED COK $T '� SCALE NONE STANDARD PLAN (WSDOT STD.SPEC. 15" �S�IQIVAIJ ��1 DRAWN COK D COK DATE 12/2019 1 9-05.12(1)) ENGINEER 5- APPROVED NOTES: CATCH BASIN FRAME AND GRATE. (SEE STANDARD 1. CATCH BASINS TO BE CONSTRUCTED IN PLANS 5-5, 5-6, 5-8, 5-10,AND 5-11) ACCORDANCE W/AASHTO M 199, (ASTM C 478, AND ASTM C 890)UNLESS OTHERWISE SHOWN - x HANDHOLD ON PLANS OR NOTED IN THE WSDOT STD.SPECS. < < - RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION N ADJUSTMENT SECTION SHALL HAVE 3" MIN.CLEARANCE.STEPS IN FLAT SLAB TOP CATCH BASIN SHALL HAVE 6"MIN.CLEARANCE. a GASKET NO STEPS ARE REQ'D WHEN 'B'IS 4'OR LESS. L25 BETWEEN 48", 54", 60", z RISERS(TYP.) 72",84"OR 96" MORTAR(TYP.) 3. THE BOTTOM OF THE PRECAST CATCH BASIN MAY a BE SLOPED TO FACILITATE CLEANING. � INSTALL o MANHOLE 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF STEPS OR ADAPTER, 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" a LADDER "SAND COLLAR" MINIMUM GAP BETWEEN THE KNOCKOUT WALL (SEE STANDARD WHEN PIPE TYPE AND THE OUTSIDE OF THE PIPE.AFTER THE PIPE o _ PLAN 4-5) REQUIRES IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH WSDOT m STANDARD SPECIFICATION 9-04.3. :REINFORCING STEEL(TYP.) 5. ALL BASE REINFORCING STEEL SHALL HAVE A j MIN.YIELD STRENGTH OF 60,000 PSI&BE N CRUSHED SURFACING PLACED IN THE UPPER HALF OF THE BASE WITH TOP COURSE PIPE 1"MIN.CLEARANCE. � v � J 10 a�` C"U, � 12„ ZONE BEDDING 6. PICK HOLES,CRACKS AND ANY OTHER JOINTS 6 1 SHALL BE FINISHED GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 01 CORRUGATED POLYETHYLENE STORM SEWER PIPE(WSDOT STD.SPEC.9-05.20) 02 (WSDOT STD.SPEC.9-05.12(1)) CATCH BASIN DIMENSIONS (1)(WSDOT STD. SPEC. 9-05.12(2)) BASE REINFORCING PIPE ALLOWANCES CATCH WALL BASE MAXIMUM MINIMUM STEEL inz/ft.IN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN KNOCKOUT DISTANCE EACH DIRECTION CATCH DIA. THICKNESS THICKNESS SIZE BETWEEN BASIN ALL SOLID PROFILE KNOCKOUTS SEPARATE INTEGRAL DIAMETER CONCRETE METAL CPSSP WALL WALL BASE BASE (1) PVC(2) PVC �3 48" 4" 6" 36" 8" 0.23 0.15 48" 24" 30" 24" 27" 30" 54" 4.5" 8" 42" 8" 0.19 0.19 54" 30" 36" 30" 27" 36" 60" 5" 8" 48" 8" 0.25 0.25 60" 36" 42" 36" 36" 42" 72" 6" 8" 60" 12" 0.35 0.24 72" 42" 54" 42" 36" 48" 84" 8" 12" 72" 12" 0.39 0.29 84" 54" 60" 54" 36" 48" 96" 8" 12" 84" 12" 0.39 0.29 96" 60" 72" 60" 36" 48" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA9�j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT Q�11 ENGINEERING DEPARTMENT KENT CATCH BASIN TYPE II 38296 9l_ WASHINGTON 0 t ST151 ,�'�q DESIGNED COK DRAWN COK SCALE_ NONE STANDARD PLAN �S�IOIVAL � CCHECKED COK DATE _ 12/2019 _ APPROVED ENGINEER 5-2 #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x24",OR �I� 3 „ '\ , -\ 1"MIN.COVER 3� 0 24" DIAM.. 2 TYP. � 6"OR 12" I °•o 120 2"TYP� ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR 1 (V 12" AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING 96"TOP SLAB 1"MIN. A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 2 1/2" MAX. USED FOR ADJUSTMENT SECTIONS. RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR #5 BARS @ 6"CENTERS 24" DIAM. \�� BOTTOM FACE WITH 1" MIN.COVER S6 21 R TYP i 6" 2"TYP.� �l 72"TOP SLAB 1"MIN. CONVERSION RISER 2 1/2"MAX. #4 BARS @ 6"CENTERS \ BOTTOM FACE WITH 1" 34" \ 2"CLR. MIN.COVER TYP. i 20"x 24",OR it 24"DIAM. 2' MIN. 20" 2"TYP. \ / ONE#3 \ BAR HOOP - - 4" S„ 48"&54" TOP SLAB CIRCULAR ADJUSTMENT SECTION TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES: 1. SLAB OPENING SHALL BE 24"X 20" FOR NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t' AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE RECTANGULAR AND 24" DIAMETER FOR FFRE[ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ROUND. WA �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, CITY OF KENT LADDER AND GRADE RING. Y 0 ENGINEERING DEPARTMENT U 3.ONLY ONE STYLE OF CATCH BASIN KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH WASNINOTON STRUCTURES BASIN. DO NOT MIX STYLES. 38296 A j DESIGNED COK �m�S 1� DRAWN COK SCALE NONE STANDARD PLAN IVAIJ CHECKED COK DATE 12Z2019 C Z APPROVED ENGINEER J J A A 29 1/4" 5/8"-11 NC 26" L BOLT-DOWN HOLE 24 1/4" (2 PLACES TYP.) 22 1/2" o 0 -41� TOP VIEW 1 5/8"TYP.— 20 1/4" �7/8"TYP. 1 5/8"TYP. MIN. 1 1/4" 3 3/41L[\�Lj __L A 4 1/2" I 2 1/2" 18 1/2"� 3/4" 22" 25 1/4" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 20 x 24 38296 W—HI.uru. CATCH BASIN FRAME � IST � DESIGNED CO: SCALE NONE STANDARD PLAN DRAWN COK �S's10NAL � CCHECKED COK DATE 12A2019 ENGINEER — APPROVED 1� �1 5/8"TYP. 3" 5" 5" 3" 1 3/8"TYP. 20" f TOP VIEW END VIEW 24" 1 1/4" 1 5/8" 1 5/8" 2 1/4" 1/2"INSET 1- DIRECTION OF FLOW HEX SOCKET 1 5/8" }�15/16" 2 3/4'2 3/4" 3 1/2"R. j RTIN 1/8 �/8„ 5/16 R. 5/8 PAG LINE FRONT VIEW VANE DETAIL 2" NOTES: 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 NC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL BOLTS COUNTER SUNK FLUSH WITH COVER. SECURING BOLT 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", T2" "OUTFALL TO STREAM". rl 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED �--1/2" 5/8" UNLESS OTHERWISE INDICATED. SLOT DETAIL 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" 6. GRATE SHALL BE LOCKING. S.S. SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jFF�EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3 WA h+I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 20 x 24 38296 WA.HINOTON VANED GRATE � ,� 0� '�(IST- �'� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK�SSIONAL �� CHECKED COK DATE 12/2019 ENGINEER 5-5 APPROVED A DUMP NO POLLUTANTS OUfFALL TO STREAM o B B � �1/z" 3/4" 5/8"--� SLOT DETAIL SLOT FORMED AND RECESSED FOR A 5/8"- 11 NC x 2"S.S. SOCKET 1/8" HEAD(ALLEN HEAD)CAP SCREW. 20" 1 5/8"1 L 1/2"INSET HEX SOCKET SECTION A-A 15/16" DIRECTION OF FLOW 24"� �DIRECTION OF FLOW 1 5/8" 5/8" 2 1/4" 2„ 3 1/2" R. SECTION B-B 5/16"R.LOW POINT 5/8" 11 NC-2A NOTES: STAINLESS STEEL SECURING BOLT 1. PROVIDE FRAME SHOWN ON STANDARD PLAN 5-4. 2. FOR THRU CURB INLETS AT LOW POINTS,USE BI-DIRECTIONAL VANED GRATE. 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTFALL TO STREAM". NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4. ALL LETTERING SHOWN SHALL BE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1/2"AND SHALL BE RECESSED. �FFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �5. DUCTILE IRON ASTM A-536 OF WA kl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. GRADE 80-55-06 H-20 RATED. CITY OF KENT ENGINEERING DEPARTMENT 6. GRATE SHALL BE LOCKING. s » » KENT 20 x24 7. PROVIDE 2-5/8"DIAMETER �� 38296 �4 W.s","o,o. BI—DIRECTIONAL VANED GRATE STAINLESS STEEL ALLEN TYPE BOLTS p� �Q1 m�� DESIGNED COK COUNTER SUNK FLUSH WITH COVER. d t 1� DRAWN COK SCALE NONE sTnNonRo PAN S�IoNAL CHECKED COK DATE 12A2019 5-6 G APPROVED ENGINEER V 24" 1/2"INSET D B HEX SOCKET �} t� 15/16" 5/8'. 8 LEVELING PADS 3/4"0/4"xl/8"THICK 2" rC 1/2"STEEL LIFT HANDLE SEE NOTE 3 2 1/2" DIA = 5/8"-11 NC-2A A DRAIN N A STAINLESS STEEL SECURING BOLT _t 1 1/4" I �C o B 1/4" � SECTION B-B PROVIDE 5/8" DIA. BOLTS&TAP FRAME FOR LOCK DOWN LID 51. PLAN 3 1/2" 3/ 4 3/4" 3/4" 3z:4� — _ 4" 1 1/2 5/8" 1/2„DIA. — — — — �3/4"DIA.14 1 1/4" HANDLE 71 HOLE SECTION A-A SECTION C-C NOTES: 11/16' _ co 1. WHEN SPECIFIED ON THE APPROVED PLANS,THE SOLID METAL COVER FOR 1/4" 1-3/16"DIA. SLOT CATCH BASIN SHALL BE FURNISHED IN PLACE OF A 20"X24"GRATE. 00 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON Lo MAY BE USED IF APPROVED BY THE ENGINEER. COVERS IN WALKWAYS SHALL BE NON-SLIP. 00 3. CAST IN THE LETTERS"DRAIN"IN 2" RAISED LETTERS, 1/8"HIGH. 4. TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5-4. 1/8 1 1/ SECTION D-D 5. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE BOLTS COUNTER NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SUNK FLUSH WITH COVER. (SEE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STANDARD PLAN 5-4 FOR BOLT-DOWN �FFRE)- ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CATCH BASIN FRAME). 1 �pF WA III�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 6. FRAME: CAST IRON ASTM A48 CL30, �� CITY KENT COVER: DUCTILE IRON ASTM A 536 ENGINEERINNGG DEPARTMENT GR 80-55-06 H-20 RATED. G • 20% 24" KENT WASHINOTON 38296 SOLID CATCH BASIN COVER ��jy COK 0.� '`=1 IT t�.�'�� DRAWN DESIGNED COK SCALE NONE STANDARD PLAN S�10IVAL CHECKED COK DATE 12/2019 APPROVED ENGINEER END SECTION 1' MIN. 3 Q 1 a (TYP.) PIPE JOINT 1 METAL PIPE NOTES: 1. SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END. WHEN CULVERT IS ON SKEW, BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE. IF SLOPE DIFFERS FROM 3:1, PIPE SHALL BE BEVELED TO MATCH SLOPE. 2. BEVELED END PIPE SHALL BE PRECAST CONCRETE PIPE OR DUCTILE IRON ONLY.THE PIPE TYPE SHALL BE CONSISTENT THE ENTIRE LENGTH OF ANY REQUIRED CULVERT OR TO THE NEAREST STRUCTURE PRIOR TO THE BEVELED OUTFALL. TONGUE END ON INLET END GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS ROUND EDGES PLAN END SECTION 1'MIN. 3 X Q1 a — — (TYP.) v ELEVATION CONCRETE PIPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASNI ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • KENT BEVELED END PIPE SECTION 38296 � �' 0� �ISm�'�� '�� DESI NED COK S COK CALE NONE STANDARD PLAN SSIONAL �� CHECKED COK IDATE 12A2019 5-19 APPROVED ENGINEER 3/4"DIAMETER GALVANIZED STEEL BAR (4) 1/4"x2"X8"GALVANIZED STEEL STRIPS. BEND AND WELD (2) 1/4"x3"GALVANIZED STEEL STRIPS TO FRAME,SPACE UNIFORMLY VERIFY ANGLE OF BEVEL WITH RACK 7 SUPPLIER. 1:1 OR GREATER REQUIRED 5" 0 VARIES STORM DRAIN PIPE (12"QJ OR LARGER) 0 6"MAX. SPACING DRILL THROUGH PIPE MATERIAL &STEEL STRIPS. BOLT WITH 1/2" S. STEL. HEX BOLTS 3/4"DIAMETER GALVANIZED STEEL BARS.WELD ENDS TO FRAME NOTES: 1. WELD AT ALL JOINTS. 2. SHOP DRAWINGS REQUIRED. 3. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 4. DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111 (ASTM A123). 5. GALVANIZING SHALL BE PER WSDOT STD. SPECIFICATION 9-05.16. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WASNI ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • KENT TRASH SCREEN 38296 � �' 0� �ISm�'�� '�� DESI NED COK COK SCALE NONE STANDARD PLAN SsIONAL �� CHECKED COK IDATE 12A2019 _r�L O APPROVED ENGINEER WIRE FABRIC NEWLY GRADED OR 3 DISTURBED SIDE SLOPE 2 2 FILTER FABRIC MATERIAL z FLOW \ N WASHED ROCK z NATIVE BACKFILL MATERIAL OR 3/4"-1.5"WASHED GRAVEL 6"x6" JOINTS IN FILTER FABRIC TRENCH SHALL BE SPLICED AT POSTS. USE STAPLES,WIRE RINGS, u OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION A-A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR FILTER FABRIC MATERIAL WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC MIRAFI 100X OR QUIVALENT A (TYP) IF USED MAY ELIMINATE WIRE FABRIC) tt I i II I STEEL OR 2x4 A I � WOOD POSTS 6'O.C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT IMMEDIATELY AFTER EACH RAINFALL AND AT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE LEAST DAILY DURING PROLONGED RAINFAL �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ANY REQUIRED REPAIRS SHALL BE MADE �F WAtiq�I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IMMEDIATELY. CITY OF KENT �$ ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. KENT FILTER FABRIC FENCE 4. INSTALL THE SILT FENCE FIRST. AFTER w.�� .oro. �,� � 38296 � ,��' THE SILT FENCE HAS BEEN INSTALLED, 0��I ISmF]g� �� DESI NED COK OK scA�E NONE STANDARD PAN CONSTRUCT BERM AND TRENCH. SSIONAL � CHECKED COK DATE 12/2019 APPROVED ENGINEER 5-31 DUMPIV6 - --------------------------- <•} •. -------- ------ PUBLIC CATCH BASIN MARKER a M 40 • s f PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER,40 DEGREES AND WARMER.IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �� Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAtighrl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT STORM DRAIN MARKERS 8296 WA�HINGTOM 3 � �' ol DESIGN OOK ST�' �'�� DRAWN ED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK JDATE 12A2019 G Z APPROVED ENGINEER J J 9" 10" 12" 6" 5 1/2" g 2 1/2" 5" 2 1/2" \ U tO ~ EPDXY ADHESIVE f.l o FOR FRESH r, Lu CONCRETE ID 0 1'R 1IL Lu COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18" 30 LB ROOFING FELT,6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL OF CURB SEE NOTE 4 10" 2" 31_1/2" 5'-0"HAND TROWELED �`--� 1.5 o TAPER SECTION 1%MIN. - — �"'- --- 2%�iw v 6" 24" ROLLED CURB N N .ti iO SIDEWALK 4 12" MAINTAIN EDGE 24" OF CONCRETE CURB ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE OpE;lI2 LIP BETWEEN GUTTER AND CURB 1"FOR NEGATIVE SLOPE A.SV 2% MAX. 1.5%MAX• SPODE\ / GUTTER SHALL BE 8" THICK AND REINFORCED = o WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS ------------ 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION,SEE DRIVEWAY _� 41 FACE OF CURB SHALL STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2• ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC OR ON A PRIVATE STREET. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. 8" 1 1 2" 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. CONSTRUCTION TOLERANCE SHALL BE 1%MIN AND 2%MAX. Fo VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT ��OF WAS6�I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �� EXTRUDED CURB UNDER GUARDRAIL CITY OF KENT ENGINEERING DEPARTMENT KENT CEMENT CONCRETE 38296 W-HINGru• CURBS � IST_ � DESIGNED COK SCALE NONE STANDARD PLAN DRAWN- �S's10NAL � CCHECKED COK DATE 12/2019 APPROVED ENGINEER 6—3 3 3/8" EXPANSION JOINT FULL DEPTH BOND BREAK MATERIAL: (TYP.)SEE NOTE 2 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB FULL WIDTH ADA DETECTABLE U WARNING SURFACE(TYP.) 1 1 1 ♦ CURB RAMP 1 1 FULL DEPTH BOND BREAK MATERIAL: OR DRIVEWAY 1 j 30 LB ROOFING FELT,6 MIL PLASTIC 1 ♦ OR APPROVED EQUAL. SEE NOTE 6 I 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT �CB (TYP.)SEE NOTE 2 SEE KENT STANDARD PLAN SECTION 5 FOR BLDG ADDITIONAL CB GRATE 1/4"WIDE x 25%SLAB DEPTH REQUIREMENTS (1" MIN.)CONTRACTION/CONTROL -- JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A - --- A f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES: SECTION A-A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR INSTALL AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33(ASTM D994). CURB OR THICKENED EDGE,ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND MAX.INTERVALS,AT SIDES OF DRAINAGE INLETS AND AT P.C.AND P.T. OF OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS CURB RETURNS,WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE SLIP-FORMING,A PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL GRADE OF THE SURROUNDING SIDEWALK. SUCH DEPTH MAY BE USED. APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DEPTH SHALL BE TOOLED INTO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA THE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE I� IN SIDEWALK AT FIVE FOOT INTERVALS, � �} ��j CITY OF KENT INTERMEDIATE TO THE EXPANSION `'�` ENGINEERING DEPARTMENT JOINTS. KENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION JOINTS W-HINo*o• EXAMPLE AROUND STRUCTURES, REINFORCING �� 3829- �� BARS MAY BE EMBEDDED IN CONCRETE O�1,� ��ISmF]g� �� DESIGNED COK SCALE NONE STANDARD FLAN c/�Y (y� DRAWN COK ON FOUR SIDES OF STRUCTURES. SIONAL �� CHECKED COK IDATE �2A2019 6-34 APPROVED ENGINEER 150' MAX. EXPANSION BROOMED FINISH JOINT(TYP.) 5 5 PERPENDICULAR SEE DETAIL"A" TYP. TO PEDESTRIAN 4"SHINE � 2"SHINE TRAVEL(TYP.) FINISH \ FINISH EXPANSION JOINT(TYP.) SIDEWALK �♦ \ \ SEE DETAIL"A" WIDTH VARIES �� A A \ PLANTER STRIP CONTRACTION/CONTROL \ \ (WHEN REQD) JOINT(TYP.)SEE DETAIL"B" V A CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; \ EXPANSION JOINT (TYP.)SEE DETAIL"A„ STAMP FACE OF CURB WHERE SIDE \ (TYP.)SEE DETAIL"A" SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4"DEPTH. 150'MAX. 4"SHINE 2"SHINE FINISH FINISH 4" 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150'MAX.O.C.SEE NOTES JOINT,5'O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION — 30 LB ROOFING FELT,6 MIL PLASTIC 411 OR APPROVED EQUAL SHINE SEE NOTE 6 DRIVEWAY FINISH SIDEWALK �50�0 4 4"CONCRETE PER WSDOT STD. SPECIFICATION 8-14AE . 2" 2"CRUSHED SURFACING NCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8"REINFORCED CEMENT CONCRETE APRON MATERIAL,SEE CURB,GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE 7• WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3'WIDE PANEL ACCROSS LATERAL, USE EXPANSION JOINT,SEE KENT PLACED AT 150'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE STANDARD DETAIL 3-1. IN CONFORMANCE WITH WSDOT STD.SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A 1"DEEP FOR 4"SLAB, 1.5"DEEP FOR 6"SLAB, 2" DEEP FOR 8"SLAB, AT 5' SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SPACING. SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB &GUTTER AND SIDEWALK AT P.C. &P.T.AT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ALL CURB RETURNS AND ALL ANGLE POINTS. AN'�; ;y ENGINEER RAN AND FOR PUBLICATION IS KEPT ON FILE AT 4. FORM AND SUB-GRADE INSPECTION ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE � pF WAg�,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. G> a � CITY OF KENT ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH KENT � EXPANSION AND OTHER AND NOT OFFSET. Ww�„,„GTON CONTRACTION/CONTROL JOINTS � 38296 � �' 6. DESIGN SIDEWALK CROSS GRADE SHALL 0 IST_ �� DESIGNED coK scALE NONE STANDARD PLAN DRAWN COK BE 1.5%. CONSTRUCTION TOLERANCE �SSIONAL � CHECKED COK DATE 12/2019 SHALL BE 1%MIN AND 2%MAX. APPROVED ENGINEER 6-35 WIDTHS VARY CF 0 FNTC �CRFTFSI� / 6'MIN.CEMENT CONCRETE p Fwq�k A TRANSITION RAMP ��T FR STRIP rz,I S��pFgX A ASPHALT SHOULDER VARIES 4'-10', TAPER TO MATCH EXISTING TYPE I SHOULDER WIDTH,SEE NOTE 4 CEMENT CONCRETE 6' MIN. MATCH EXISTING OR SIDEWALK AND RAMP 15' MAX. PROPOSED SURFACE 12 ASPHALT CONCRETE �1 SHOULDER CRUSHED SURFACING TOP COURSE SECTION A-A NOTES: 1. SEE ROADWAY CROSS SECTION DETAILS FOR SIDEWALK WIDTHS. 2. SHOULDER SHALL BE SURFACED TO MATCH ADJACENT ROADWAY; PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 3. SEE STANDARD PLAN 6-34 FOR CURB AND SIDEWALK JOINTS. 4. 10' MIN.ASPHALT TAPER IF NO PAVED SHOULDER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5. ACCESS COVERS,JUNCTION BOXES, �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CABLE VAULTS AND OTHER pF WASNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. APPURTENANCES WITHIN THE CITY OF, I{ENZ' SIDEWALK LIMITS MUST INCLUDE A � $ ENGINEERING DEPARTMENT SLIP RESISTANT SURFACE MATCHING CEMENT CONCRETE SIDEWALK THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES KENT TRANSITION TO ASPHALT SHALL NOT BE PLACED WITHIN THE "� � 38296 w—HI.Grox� �' SHOULDER SLOPES OF ADA RAMPS OR DRIVEWAY 0� IST_ �� DRAWN DESIGNED SCALE NONE STANDARD PLAN WINGS. SSIONAL �`�� coK CHECKED COK DATE 2/2020 6-39 APPROVED ENGINEER 4"DEPTH CEMENT CONCRETE SIDEWALK #4 J Z a o � F Z J l0 2 Q F #4 O '" o z 2" MIN. DEPTH%"CRUSHED #4 @ 12' SURFACING TOP COURSE o J � 10" MIN. U N � PROVIDE 2" MIN.COVER ON ALL REBAR SIDEWALK WITH THICKENED EDGE 6" N Q #4 4"DEPTH CEMENT #4 @ 12" CONCRETE SIDEWALK o #4 N 1_0 2" MIN. 2"MIN. DEPTH%"CRUSHED PROVIDE 2" MIN.COVER ON ALL REBAR SURFACING TOP COURSE SIDEWALK WITH RAISED BACK NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • SIDEWALK THICKENED EDGE AND KENT 38296 RAISED BACK OF SIDEWALK ox � �' Wwsxixor 9,> ��r ST- �'�� DRAWN N ED COK S COK CALE NONE STANDARD PLAN SSIONAL � CHECKED COK I DATE 12/2019 A O APPROVED ENGINEER `'F SIDEWALK DRIVEWAY WIDTH AS SPECIFIED PLANTER ON PLANS: 30' MAX. STRIP OR A SIDEWALK FIRE HYDRANTS,STREET LIGHTS, 6'MIN. UTILITY POLES,GUY WIRES AND q OTHER OBSTACLES MUST BE RELOCATED 5'MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 1'-6" *VARIES T-0"MIN. 1/2"TYP 4"CLEAR TYPICAL 1" FOR REVERSE 8 SLOPE DRIVEWAY 6" o MAX• 1,SG�� 12 NOTES: 1. CONCRETE WITHIN 8"THICK LIMITS CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT g 4"MIN. DEPTH CONCRETE MIX WITH A 2-#4 BARS 2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE FIBER OR WIRE BRUSH, "BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3' MAXIMUM SPACING OF SUPPORTS. BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. FREAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL pF WAtigh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. FQ �p CITY KENT �$' ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE • COMMERCIAL CEMENT CONCRETE SHALL BE 1.5%.CONSTRUCTION KENT DRIVEWAY APPROACH TOLERANCES SHALL BE 1%MIN AND 10 38296 WASHINGTON � 2% MAX. 0� r ST � DESIGN� DRAWN— CHECKED C0K SCALE NONE STANDARD PLAN S'slOjvAL CHECKED COK DATE �242019 6-43 ENGINEER APPROVED 5' MIN. Q 5'MIN. FACE OF CURB &/�P -�--2X4, B 2'-6' TREE 2' 6" B Y z aROOTBALL LuLAG BOLT, TRUNK WASHER AND� ROOT GUARD; "DEEP TREE TIE OR ROOT", "BIO-BARRIER" METAL BAND OR EQUIVALENT MIN. EACH SIDE SIDEWALK 10'L x 2'D CENTER UNDER CONC. LENGTH ON TREE, 4" DIAMETER FRAME BOTH SIDES OF WATERING TUBE CONCRETE FRAME TREE STAKE AND GUY PLANTER STRIP P TREE WELL WIRE PARALLEL TO ROOTBALL 5'TREE WELL WALK AND CURB PLANTER STRIP CONCRETE FRAME AROUND ALL STREET TREES WITH TREE GRATES D.I.TREE GRATE 2-APPROVED 1.5"TO 2.5"CALIPER TOP OF BACKFILL IS 90% COMMERCIAL STREET TREE OF ROOT BALL HEIGHT TREE TIES 2-2"x2"x12'STAKES TYPICAL 4"IRRIGATION RISER ATTACHED ATTACHED TO TREE PLACEMENT OR WATERING Lu LOOSELY TO WITH LOOSELY TUBES.TWO PER TREE ALLOW FOR TENSIONED APPROVED REQUIRED,24"DEEP(TYP.) c� MINOR SWAYING TREE TIES.INSTALL 3"LAYER OF TREE z PARALLEL TO WALK AND u, BARK MULCH - 0 9•5" s ROOT FLARE CURB(NOT AS SHOWN) in v MIGHT BE PLANT ROOT BALL SO 10" 9.5" 8" 10" VISIBLE ON THE BOTTOM OF THE CERTAIN TREES TREE TRUNK IS z_ ROOT BALL SIDE SLIGHTLY ABOVE COVERED WITH FINISHED GRADE ROOT BALL o 90% MULCH, NOT SOIL TYPICAL 4"IRRIGATION 18"DIA. RISER PLACEMENT OR INSTALL 2-2X4'S ROOT BALL WATERING TUBES.TWO UNDER Y I PER TREE REQUIRED, CONCRETE FRAME J 3"LAYER SEE NOTE 3 a 24" DEEP(TYP.) 24"DEEP ROOT BARRIER BELOW BOND BREAK Lu OF BARK FINISHED GRADE o MULCH MATERIAL AS MANUFACTURED BY"DEEP ROOT", in CURB AND "BIO-BARRIER"OR EQUIVALENT, 10' LONG, GUTTER CENTERED ON TREE,SEE KENT STANDARD PLAN 6-36M TREE WELL SECTION A-A NOTES: 2 6 2 6 24"DEEP ROOT 1. SEE STANDARD PLAN 6-36 FOR DOWNTOWN SIDEWALKS. _III BARRIER BELOW 2. IF TREE IS LOCATED BEHIND THE SIDEWALK,A ROOT BARRIERI"" -ROOT = BOND BREAK SHALL BE INSTALLED AT THE EDGE OF THE SIDEWALK. BARRIER MATERIAL AS (TYP) -� — MANUFACTURED 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE BY"DEEP ROOT", PITS.INSTALL 12 INCHES OF PLANTING SOIL AROUND ROOT ELECTRICAL CONDUIT,WATER SEE NOTE 3 "BIO-BARRIER"0 BALL CONSISTING OF 75%SANDY LOAM AND 25%ORGANICS. SERVICES, ETC.SHALL BE PLACED EQUIVALENT,FILL REMAINDER OF TREE PIT WITH NATIVE SOIL. OUTSIDE THE TREE ROOT BARRIER LONG,CENTERED ON TREE 4. IN TREE WELLS,THE ROOT BARRIER SHALL PLANTER STRIP SECTION A-A BE PLACED ALL AROUND THE TREE PIT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AND STAPLED TOGETHER. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. FOR BURLAP GROWN TREES THE BURLAP OF WAtigh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE REMOVED AT PLANTING TO CITY OF KENT A DEPTH OF AT LEAST THE ROOT BALL, ENGINEERING DEPARTMENT DO NOT BURY BURLAP IN PIT. • 6. FOR CONTAINER GROWN TREES ALL �� 38296 4� KE"WT STREET TREE IN PLANTER HIGTON ROOT BOUND ROOTS SHALL BE CUT AND SEPARATED. �� 1ST �� DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN �SSIONAL � CCHECKED COK JDATE 12A2019 7. NO PRUNING OF THE TREES AT PLANTING. APPROVED ENGINEER 6-55 VARIES VARIES 6"TO 12" 6"TO 12" EDGE OF TURNOUT FACE OF CURB WOOD OR z a < STEEL POST 0.17'MAX. (STEEL POST v v STEEL TUBE SHOWN) N - CURB io ANTI-TWIST PLATE, N ANTI-TWIST PLATE, SEE WSDOT STANDARD SEE WSDOT STANDARD PLAN H-70.10 PLAN H-70.10 TYPE 1 (STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB VARIES 6"TO 12" VARIES 6"TO 12" EDGE OF TURNOUT BACK OF SIDEWALK z a z X WOOD OR _„ 4"x4" MAX. STEEL POST WOOD POST Ln (STEEL POST I SHOWN) i SIDEWALK N /� rn ANTI-TWIST PLATE, \ SEE WSDOT STANDARD PLAN H-70.10 TYPE 1(WOOD POST OPTION) TYPE 1 INSTALLED BEHIND SIDEWALK NOTE: NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. ALL LOCATIONS TO BE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE COORDINATED WITH AND �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT APPROVED BY THE US POSTAL ��OF WAgh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SERVICE POSTMASTER. G� �� CITY OF KENT ENGINEERING DEPARTMENT 2. SEE WSDOT STANDARD PLANS � � MAILBOX INSTALLATION H-70.10 AND H-70.20 FOR ' DETAILS. KENT TYPE 1 YO `—HIN'T'" SHEET 1 OF 3 38296 � 3. SEE KENT CONSTRUCTION O� ��I SmF]g� �� DESIGNED COK SCALE NONE STANDARD FLAN STANDARDS 6.11.A. DRAWN COK SIONAL t CHECKED COK DATE 12/2019 APPROVED ENGINEER 6—7 0 a 450 VARIES TYPE OF 6 6_ _ -_ SUPPORT M 6 6 VARIES M TYPE I BARRICADE TYPE II BARRICADE SANDBAGS FOR ADDED STABILITY MOVABLE(TEMPORARY) TYPE III BARRICADE TWO CORNER BOARDS: BOLTS PER JOINT 8"xl"- HIP PRIZ SHEETING RED ON WHITE 0 2"TELESPAR 14 GAUGE POST 450 o N p CORNER BOLT SET 6" 6" Lo NOTE: a SEE TABLE FOR 1'(TYP•) VARIES 2'MIN. N° DIMENSIONS NOT SHOWN. BARRICADE NOTES: 7 GAUGE GALVANIZED TYPE I II III 30"2 1/2"x2 1/2" BASE WIDTH OF RAIL 8"MIN. 8" MIN. 8" MIN. 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 -SLANT DOWNWARD,RIGHT OR LEFT,IN �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DIRECTION TRAFFIC WILL PASS. SLANT pF WAgh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS.WIDTH 6" CITY OF KENT EXCEPT 4"IF RAILS ARE LESS THAN 3' ENGINEERING DEPARTMENT LONG. • T ROADWAY BARRICADES KEN-SLANT DOWNWARD TO MIDDLE AT END �0 ""'"'"'T'" SHEET 1 OF 2 OF CLOSED ROAD. Oma 1 IST �q DESIGNED COK c/ �r sm�'�' �� SCALE NONE STANDARD PLAN DRAWN COK -SEE MUTCD SECTION 6F.63 SSIONAL � CHECKED COK DATE 12A2019 6-71 a APPROVED ENGINEER NOTES: 1. TO PREVENT ANY TRIPPING HAZARD TO PEDESTRIANS, BALLAST SHALL BE LOCATED BEHIND OR INTERNAL TO THE DEVICE.ANY SUPPORT ON THE FRONT OF THE DEVICE SHALL NOT EXTEND INTO THE 48"MINIMUM WALKWAY CLEAR SPACE AND SHALL HAVE A 0.5" MAXIMUM HEIGHT ABOVE THE WALKWAY SURFACE. 2. DETECTABLE EDGES FOR LONG CANES SHALL BE CONTINUOUS AND 6" MINIMUM HIGH ABOVE THE WALKWAY SURFACE AND HAVE MARKINGS OR COLORS CONTRASTING TO THE WALKWAY SURFACE. 3. DEVICES SHALL NOT BLOCK WATER DRAINAGE FROM THE WALKWAY.A GAP HEIGHT OR OPENING FROM THE WALKWAY SURFACE UP TO 2" MAXIMUM HEIGHT IS ALLOWED FOR DRAINAGE PURPOSES. 4. RAILINGS OR OTHER OBJECTS MAY PROTRUDE A HEIGHT OF 4"INTO THE WALKWAY CLEAR SPACE WHEN LOCATED 27"MINIMUM ABOVE THE WALKWAY SURFACE. 5. ALL DEVICES SHALL BE FREE OF SHARP OR ROUGH EDGES AND FASTENERS(BOLTS)SHALL BE ROUNDED TO PREVENT HARM TO HANDS, ARMS,OR CLOTHING OF PEDESTRIANS. SANDBAGS FOR ADDED STABILITY MOVABLE PEDESTRIAN BARRICADE TWO CORNER BOARDS: BOLTS PER JOINT 8"xl"- HIP PRIZ SHEETING RED ON WHITE 6" 6" a z o 2"TELESPARa. i = 0 14 GAUGE POST 45" v, 2"MAX = a o > CORNER BOLT SET ~ z 1'(TYP•) VARIES 2' MIN. io BARRICADE WIDTHS NOT SHOWN 7 GAUGE GALVANIZED 30"2 1/2"x2 1/2"BASE TYPE PEDESTRIAN FIXED WIDTH OF RAIL 8" MIN. PEDESTRIAN BARRICADE 12" MAX. LENGTH OF RAIL 4' MIN. HEIGHT 5' MIN. TYPE OF FRAME POST OR STRIPE NOTES: SKIDS FLEXIBILITY MOVABLE OR -REFLECTORIZED PERMANENT -SLANT DOWNWARD,RIGHT OR LEFT,IN NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT DIRECTION TRAFFIC WILL PASS. SLANT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE BOTH DIRECTIONS FROM MIDDLE IF �� Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT TRAFFIC PASSES BOTH ENDS.WIDTH 6" pF WAgh,I ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXCEPT 4"IF RAILS ARE LESS THAN 3' 4� �+FQ' � � CITY OF KENT LONG. �$ ENGINEERING DEPARTMENT -SLANT DOWNWARD TO MIDDLE AT END • PEDESTRIAN BARRICADES OF CLOSED ROAD. KENT 10 SHEET 2 OF 2 w -SEE MUTCD SECTION 6F.63 O 1 �IgIST_ �� 4� DESIGNED coK w.Hi.orox mac/ rsm�' �� SCALE NONE STANDARD PLAN DRAWN COK S'slONAL � CHECKED COK DATE �2,2019 6-71 b APPROVED ENGINEER 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4"GAP VARIES (300'MAX.) 5 2.5 TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 o TYPE 2W RPM TYPE 2YY RPM G 20' 4"GAP 4"GAP 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30' 1' 1, 137 =TYPE W RPM n 74-� TYPE 2Y RPM 4"WHITE LINEYELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 o�TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 1 21'(TYP.) 18"YELLOW BARRIER LINE TYPE 2W RPM 8D 1 WHITE LINE 8F-----]8 $� DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE: WA BARRIER LINE 1. THIS DETAIL TO BE USED ONLY WHEN �� L�Gy�� CITY OF KENT DEVELOPMENT PROJECTS ARE j� ;� O ENGINEERING DEPARTMENT REQUIRED TO MATCH EXISTING RPM =\ LANE MARKINGS. KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) �� 38296 �� Ww�HINGTON SHALL BE INSTALLED PER WSDOT O� d4r Sm�]g� �� DESIGNED coK SCALE NONE STANDARD FAN STANDARD SPECIFICATIONS 8-09, �SSIONAL � DRAWN COK CHECK D cOK DATE 2/2020 9-02.1(8),9 26.2 AND 9 21. APPROVED CITY ENGINEER 6-74 r a 0 24"WHITE THERMOPLASTIC EQUALLY CROSSWALK LINE SPACED(TYP) z �' z J J (-4' c-4j I 24" w emu, > o 8' Lu of Lu 4' MIN 12" 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT VFREfAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WASh � A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF ,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT •NT THERMOPLASTIC CROSSWALK KE 38296 MARKINGS � �' ST�' �'�� DRAWN COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK DATE 2/2020 C APPROVED ENGINEER J 0 N LY 3'-711 oo 5'-9" 1' 8" 3'-011 0 0 O p N ry 0'-6 0'-6" 0'-6" NOTES: 1. THERMOPLASTIC TYPE'A' MATERIAL SHALL BE USED,UNLESS DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �FFRU ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT LENGTH VARIES ��pF WA ICI�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4 ao�� CITY OF KENT �\ ENGINEERING DEPARTMENT 12" 24"WIDE WHITE STOP BAR, KE THERMOPLASTIC ARROWS, NT STOP BARS & ONLY LEGEND WIDTH AS DIRECTED BY THE ENGINEER w.: 1—T.• STOP BAR DETAIL �o �,Z' 38296 �9 ��,� DESIGNED coK �1 Q'I T 1 �� DRAWN COK SCALE NONE STANDARD PLAN S�IONAL �'1� CHECKED COK DATE IV2019 6-76 APPROVED ENGINEER SPEED X Y q OF FACE OF CURB LINE 30MPH OR LESS 4'-0" 2'-1" STREET OR EDGE OF PARKING 30MPH OR GREATER 6'-0' 3'-2" VARIES,SEE NOTE 4 5' 8"SOLID WHITE LANE LINE SEE NOTE 2 X z O 6'-0" Lu 0 v u- SEE NOTE 1 Y PEDESTRIAN SYMBOL DETAIL SEE NOTE 3 0 BIKE LANE LAYOUT N22'-8 6'-0" 3.0 6'-0" I I 3'-0" BIKE RIDER SYMBOL DETAIL NOTES: 3" 6" 1. PER BIKE RIDER SYMBOL DETAIL. 6. SIGNING SHALL BE PER THE MUTCD. BIKE LANE ARROW DETAIL 2. PER ARROW DETAIL ON THIS PLAN. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3. BIKE PAVEMENT MARKINGS SHALL BE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE PLACED IMMEDIATELY AFTER EVERY �� Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INTERSECTION.CENTERED IN LANE OR OF WAti4j�rl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. AS SHOWN ON THIS PLAN 4� CITY OF KENT 4. SEE ROADWAY CROSS SECTION ENGINEERING DEPARTMENT STANDARD PLANS 6-2 TO 6-13. • KENT TYPICAL PAVEMENT MARKINGS 5. ALL MARKINGS SHALL BE WHITE �� 38296 �� WASHINGTON PLASTIC MATERIAL AS SPECIFIED IN O� dQISmF]�L� �� DESIGNED COK sCALE NONE STANDARD PLAN ACCORDANCE WITH WSDOT STANDARD �SSIpNAL CHECKED COK D cOK DATE 12/2019 SPECIFICATION 9-34. 6-79 APPROVED ENGINEER ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS,SEE NOTE 6 SEE NOTES 9 AND 10 I SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES /yy 0 PRE-PUNCHED <i 0 0 o CORNER BOLT, 3" SEE NOTE 6 I� 0 X 0 FINISHED GRADE 0 5/16"X 1"SS 0 BOLTS WITH 0 SS WASHERS 0 0 SET FOUNDATION ON 0 UNDISTURBED NATIVE SOIL 0 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" 0 TRUE,SEE NOTE 3 0 o CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE 0 ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6" THE ANCHOR MIN. 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 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE DETAIL 6-82b)MAY BE USED; ONLY IF APPROVED BY THE CITY MAINTAINED BY THE PROPERTY OWNERS. OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16"DIAMETER HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC 9. ALUMINUM SIGN BLANK THICKNESS; HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 WARNING AND REGULATORY 30"AND UNDER-0.080". GRADE B,7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 36"AND OVER -0.125" APPROVED EQUIVALENT. 10. SHEETING MATERIAL: WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 SCHOOL SIGNS-3M DIAMOND GRADE DG3 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER RAN AND FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • SIGN POST INSTALLATION KENT TYPE A 38296 � �' �> ��r Sm�'�� '�� DESI NED COK COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK DATE 12/2019 G p v L n a APPROVED ENGINEER V BRACKET OR MAST ARM LENGTH 2" N.T.S. SHOWN ON STREET LIGHTING PLANS SLIP FITTER WIRE HOLE WITH POLE CAP ALLOY 43 1"I.D. RUBBER 20 WITH S.S. SCREWS GROMMET SEE DETAIL 6-86A FOR STRAIN RELIEF TAPERED BRACKET 0.125"WALL ALLOY 6063 T6 4 1/2"O.D. EXTRUDED POLE PLATE ALLOY 6063-T6 WITH 1/2"-.13 NC ALUMINUM HARDWARE TAPERED ALUMINUM TUBE 0.250 WALL ALLOY 6063-T6 MOUNTING SATIN GROUND FINISH HEIGHT SHOWN ON STREET LIGHTING PLANS 3'-6"MIN. 2'-0" MIN. SIDEWALK DRIVEWAY GROUND LUG WITH I NO. 151 HANDHOLE(4"x6" NOMINAL) N MAX. FACE 3/8" DIAMETER ALLOY A356 T6 NON-FLUSH WITH 10' MIN. OF HOLE OPPOSITE I COVER AND S.S. HEX. HEAD SCREWS LUMINAIRE CLEARANCE CURB (FRAME TAPPED 1/2".13 NC FOR FROM DRIVEWAY HANDHOLE CL I GROUNDING). MOUNT ON SIDEWALK SIDE PLAN VIEW BASE FLANGE ALLOY A356 T6 WITH BOLT COVERS AND S.S. HEX. HEAD SCREW io GROUT BETWEEN BASE FLANGE AND FOUNDATION IF A BREAKAWAY COUPLER IS NOT REQUIRED I I I I BREAKAWAY COUPLER SEE SECTION SEE CURB AND GUTTER DETAILS 6.14.0 AND STANDARD PLAN 6-89 FOR ADDITIONAL INFORMATION FOR FOUNDATION AND]-BOX. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTES: �� WAA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAS �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. SEE WSDOT STANDARD � �� CITY OF KENT SPECIFICATION SEC.8-20.2(1) ENGINEERING DEPARTMENT 2. MOUNTING HEIGHT INCREASES BY 6"WHEN BREAKAWAY �� 38296 4� KENT CITY LIGHT STANDARD COUPLINGS ARE USED. IHINGTON IST � DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CCHECKED COK DATE 12A2019 APPROVED ENGINEER "-v CITY LIGHT STANDARD,SEE KENT STANDARD ROADWAY JPLANS 6-86,6-87,6-88,6-90,6-91,6-92 OFF-SET DISTANCE SHOWN ON THE LIGHTING PLANS T-6"MIN. a ° ° ° a a vywy/vy/vy/vv�w� a i�iv/v/v/v/v vv vv vv vv vv vv SEE NOTE 2 d O O w//vv//vv//vv//vvwv� 6 ii 6" a ° a O° /j BOLT PATTERN TO BE SUPPLIED BY THE LIGHT STANDARD a a /vv/vvivvivvivvivv MANUFACTURER SIDEWALK _3'SQUARE OR ROUND- � ��PLANTERvi \< 4"THICK CONCRETE a ° a ° �.. V/� \ a /vvvv//vv//vv�vj FACE OF CURB 77VAA VAA//VAA//VAA//VAA VAA A PLAN VIEW WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS,TYPE 2 IF 1'-6" V-6" LIGHTING AND COMMUNICATION DIMENSION SHALL MATCH THE ENTER THE SAME JOX BOX, REQUIREMENTS OF THE APPROVED SEE NOTE 2 BREAKAWAY COUPLING I mow//w! z T'l I I 4"THICK CONCRETE I GROUND WIRE WITH COIL N (GROUND LID TO BOX) a 6" MIN. 5/8"MINUS CRUSHED ROCK a a ° PVC CONDUIT TO NEXT JUNCTION BOX 4 2"MINIMUM DIAMETER a ° SCHEDULE 80 PVC CONDUIT CONCRETE CLASS 4000P 4 EACH 4 EACH#4 REBAR EQUALLY #7 REBAR SPACED HOOPS a NOTES: SECTION A-A NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. ALL MATERIALS AND WORK SHALL T ` AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA CONFORM TO THE CITY OF KENT AND �j� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT STANDARDS.THE STATE OF WASHINGTON DESIGN OF WA kl �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ` 2. LOCKING LID STANDARD DUTY ENGINEERING DEPARTMENT � JUNCTION BOX PER WSDOT • LIGHT STANDARD FOUNDATION STANDARD PLAN 3-40.10 SHEETS 1 KENT AND JUNCTION BOX AND 2.ALL LIDS SHALL BE d 38296w.ax "�'�� TACK-WELDED AT TWO POINTS FOR O� dQ1 mFJR� DESIGNED OOK SCALENONE STANDARD FLAN OH SECURITY AFTER THE FINAL �S�IONAL ��1� OKED COK DATE 1%019 INSPECTION AND ACCEPTANCE. APPROVED ENGINEER 6-89a 4"THICK CONCRETE PAD EXTENDING A STREET LIGHT STANDARD WILL BE LOCATED MINIMUM OF 6"BEYOND THE JUNCTION USING THE OFFSET DISTANCES SHOWN ON BOX AND FOUNDATION,ALL SIDES THE STREET LIGHTING PLANS. SEE STANDARD BEHIND SIDEWALK,IN PLANTER PLANS 6-87 AND 6-89 FOR STREET LIGHT JUNCTION BOX OPTION FOUNDATION DETAILS NOTES: (PREFERRED OPTION) IN SIDEWALK JUNCTION BOX 1. SPLICES AND TAPS SHALL BE MADE WITH �yQl G OPTION,SEE NOTE 2 SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. THEY SHALL EMPLOY THE FOLLOWING MOISTURE BLOCKING INSULATION: SCOTCH 2210 VINYL MASTIC, FOLLOWED BY AN OVER WRAP WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH VINYL ELECTRIC TAPE SUPER 88 AND A FINAL LAYER OF CONSISTENTLY APPLIED SCOTCHKOTE 054007-14853 ELECTRICAL COATING. CURB AND GUTTER 2. JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP RESISTANT SURFACE. REFERENCE KENT STANDARD PLANS 6-89a AND 6-89b.THE BOX SHALL BE COMPLETELY SURROUNDED OR POLE AND ENCASED IN A MINIMUM 6 INCHES OF 4 INCH BRACKET THICK CONCRETE AND THE LID SHALL BE CABLES, 2#10 TACK WELDED AT TWO POINTS FOR WIRES SECURITY. WATERPROOF IN-LINE FUSE QUICK DISCONNECTS WSDOT GROUND JUNCTION BOX,SEE KENT STD. SPECS.9-29.7(2) FNM 5 LUG/E6-38 RING STANDARD PLANS 6-89-6-93, AMP FUSE OR APPROVED EQUAL I TERMINAL GROUND LID TO BOX WITH #6 GROUND WIRE STREET LIGHT STANDARD 3M MOISTURE SEALANT TAPE (SEE NOTE 1)AND BUTT SPLICE CONNECTOR PART YC4C6 #6 OR#8 BARE GROUND WIRE BURNDY CONNECTOR YC4C8 I 2"DIAMETER SCHEDULE 80 PVC CONDUIT OR APPROVED EQUAL UNLESS A LARGER DIAMETER IS SHOWN YC4C6,YC8C8 AS NEEDED ON THE STREET LIGHTING PLANS SPARE 2"DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4"NYLON PULL ROPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INSTALL A THREE WIRE OF WASNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 240 VOLT SYSTEM. �� CITY OF KENT GROUND OR NEUTRAL WILD '�$ ENGINEERING DEPARTMENT START AT THE PUGET SOUND ENERGY SERVICE POINT KENT JUNCTION BOX AND 38296 W-HINGTON STREET LIGHT WIRE RUNS � 0� '�I(r s'�1F]i'g� �'� DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN �SSIONAL � CCHECKED COK IDATE 12/2019 � APPROVED ENGINEER "1—"Q O R/W LINE CL VARIES STREET LIGHT POLE AND FOUNDATION, OSEE STANDARD PLANE-89 3'-6" MIN. SEE STANDARD PLAN 6-89 SIDEWALK OR ASPHALT WALKWAY PLANTER STRIP D ° 24" MIN. o° Do D � 12" 2" MINIMUM DIAMETER FOUNDATION PER D� ° MAX. SCHEDULE 80 VC CONDUIT STANDARD PLAN 6-89 p 2"SCHEDULE 80 PVC CONDUIT WITH UNINSULATED#8 AWG TRACER WIRE AND 1/4" NYLON PULL ROPE NATIVE BACKFILL ALLOWED OUTSIDE OF THE STREET SECTION. CRUSHED SURFACING TOP COURSE BACKFILL, PER WSDOT STANDARD SPECIFICATION 9-03.9(3)IS REQUIRED WITHIN THE STREET SECTION. TYPICAL HALF ROADWAY SECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT VFREyAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WASN � A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT FOR STREET LIGHT •NT STREET LIGHT TRENCH FOR KE CONDUIT RUNS �� DESIGNED WA�HIMGTGM CONDUIT ONLY �,� 1�� 3829E � �' c/ ��r ST�' �'�� DRAWN COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK DATE 12A2019 6-91 APPROVED ENGINEER WSDOT STANDARD PLANS A-40.00-00 Dowel Bar Baskets A-40.10-04 Cement Concrete Pavement Joints A-40.15-00 PCC Pavement Isolation Joints B-30.70-04 Circular Frame (Ring) and Cover B-55.20-02 Pipe Zone Bedding and Backfill F-10.12-03 Cement Concrete Curbs F-10.16-00 Cement Concrete Curb and Gutter Pan F-40.12-03 Parallel Curb Ramp F-40.15-03 Perpendicular Curb Ramp I-10.10-01 High Visibility Fence J-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 K-80.10-01 Class A Construction Signing Installation K-80.20-00 Type 3 Barricade L-20.10-03 Chain Link Fence Types 3 and 4 L-30.10-03 Chain Link Gate M-20.10-02 Longitudinal Marking Patterns M-20.20-02 Profiled and Embossed Plastic Lines Mill Creek/76t"Ave. S. Culvert Improvement/Smith A - 2 January 29, 2024 Project Number: 20-3028 NOTES 1'-P DOWEL BARS SPACED Y T-WON CENTER AT TRANSVERSE JOINT p-p 1. The"U"shape ar'9l"shape are both acceptable. TOP SPACER BAR(M.) 11? WRE LEG(Typ,) 036T DLAM, (TYP.) 2. Wire sizes shown are minimum required. SEE NOTE 1 B 2 PER ASSEMBLY (WED TO LEG CHAIR8) 3. All wire intersections are to be welded. g 4. Basket must be firmly attached to existllg or new base. 5 5. Dowels and Tie Bars shall be held firmly in the above � welded BAR J 6. Do (rm.) not clipWines.Spreader res. SPREADER WARES(TYP.) BOTTOM SPACER BAR -0.117"DIAM. -0.se2"DIAM. 3 PER ASSEMBLY 2 PER ASSEMBLY (WELD TO TOP SPACER BARS) (WELD TO LEG CHAIRS) TOP DOWEL BAR TOP DOME BAR DOWEL BAR BASKET SPACER SPACER BAR -1/2'R.PLUS 1/S' BAR -1fP R PLUS'Ur PLAN VIEW L "U"SHAPE ASSEMBLY SHOWN L WpE LEG BOTTOM VAIM LEG BOTTOM SPACER SPACER "tr SHAPE BAR "I-SHAM BAR rc W PAVEMENT LANE WADTH DETAIL C 0 f\ 1'"G' < WIRE I.E.DETAILS a TOP SPACER BARS SPREADER HARE(TYP.) DOWEL BAR(IYP.) BASE BOTTOM SPACER BARS WIFE us c"') -SEE NM 1 y SECTION A �¢9 oQ peAsB p�� 1ey ELEVATION VIEW ��p1 "U'SHAPE ASSEMBLY SHOWN 1'-C 8 01 STEg �{ 11?(IYP.) V4ElD ALTERWITE ENDS �stONAL OF DOWEL BARB(fYPa rggp 3 a� WARE LEG(TYPO DOWEL BAR BASKETS TOP SPACER BABE eARpvP•) d— STANDARD PLAN A-40.00-00 c� SHEET 1 OF 1 SHEET LBOTTOMER ISOMETRIC VIEW APPROVED FOR PUBLICATION BAR(TYP.) "U"SHAPE ASSEMBLY SHOWN SECTIONO Pasco BaKoflch 111 08-11-09 �wsaryen rr.MpsbiwVlTv�pwtlb� FINISH OUTER EDGE OF PCCP TRANSVERSE CONTRACTION OR SAWED GROOVE- SAWED GROOVE- - SHOULDER WITH 12"(IN)RADIUS 15I_ 0(TVP.) _ OVER 3/16"IIN)MIN.TO 5116"(IN)MAX. WIDTH 3/16"(IN)MIN.TO 5116"(IN)MAX. I CONSTRUCTION JOINT(TVP.) OVER MIDPOINT OF BAR- OVER MIDPOINT OF BAR- (SEE SECTION VIEWS) SEE STD.SPEC.SEC.5-05.3(8)B D/4 MIN.TO SEE STD.SPEC.SEC.5.05.3(8)B D/3 MAX21 PCCP SHOULDER IF REQUIRED LONGITUDINAL CONTRACTION OR TIE BAR- DOWEL BAR - CONSTRUCTION JOINTS(TYP.) #5 BAR•30"(IN)LONG 1 1/"(IN)DIM. 18"(IN) (SEE SECTION VIEWS) SECTION VIEW ON 38"(IN)CENTERS SECTION VIEW LONG ON 12"(IN)CENTERS -- - LONGITUDINAL CONTRACTION JOINT TRANSVERSE CONTRACTION JOINT - -- -- #5 TIE BAR-30"(IN)LONG ON 36"(I A CENTERS- TYPICAON36'LALL CENTERS g SAWED GROOVE- SAWED GROOVE- _ DRILL AND GROUT WHEN WIDTH 3/16"(IN)MIN.TO 5/16"(IN)MAX.- WIDTH 3/16"(IN) IN TO 5/16"(IN) WIDENING EXISTING DEPTH 1"(IN)MIN.- MAX.-DEPTH I"(IN)MIN.- PAVEMENT WITH PCCP SEE STD.SPEC.SEC.5 5.3(8)C SEE STD.SPEC.SEC.5.05.3(8)C DOWEL BARS- 1 1/2"(IN)DIAM.•18"(IN)LONG 4PC ON 12"(IN)CENTERS- EXISTING PCCP TYPICALALL LANES UNLESS NOTED IN THE PLANS ___________HMA SHOULDER IF REQUIRED 15" BAR^ 8" DOWEL BAR LONGITUDINAL JOINT #5 BAR:30"(IN)LONG 1 1/2"(IN)OIAM.•18"(IN) (SEE SECTION VOILA ON 36"(IN)CENTERS LONG ON 12"(IN)CENTERS SECTION VIEW SECTION VIEW PLAN VIEW SHOULDER SH OUTER EDGE GE(OF RADIUSPCCP PCCP TO PCCP TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT SLAB CONSTRUCTION JOINT 3 TO 4 t1DRS M P+ THICKNESS A T° ------ SAWED GROOVE^ 04 Gip 1O 1 L ' DEPTH V(IN)I MIN.I N.TO 5/18"(IN)MAX.^ Z+r 0WIDTH PCCP •a HMA SEE STANDARD SPECIFICATION, D 0/2-1" ° `° ' • .' � a ° SECTION 600.3111M2 9" i5 BAR 2' 0" -18"(IN)LONG a IT(IN)SPACING ELEVATION VIEW O °EXISTING PCCP > HMA B9r�NAL g�G HMA TRANSITION R sell,.. A. DETAIL NO DOWEL BARS REQUIRED ).119 2019 11,4R AM DEPTHOF A •,• SECTION VIEW CEMENT CONCRETE PCCP(D) APPROACH SLAB o ° ., PAVEMENT JOINTS 12" 15" •THE LAST PCCP PANEL (EXISTING BEFORE PCCP TO HMA D 1.25.o a CONTRACT) LONGITUDINAL JOINT STANDARD PLAN A-40.70-04 SHEET 1 OF 1 SHEET USE ON GRANULAR BASES ONLY^ APPROVED FOR PUBLICATION NO TAPER REQUIRED ON ASPHALT BASES ELEVATION VIEW EXISTING APPROACH SLAB TRANSITIONEs EN�9 ::1s°N DETAIL �wa.Nmsm�smn o.aamm.m°rt...wanmi°n LESS THAN RECTANGULAR FRAME 4'-0" (COMBINATION INLET SHOWN) FACE OF ' / FACE OF CURB FACE OF CURB CURB ISOLATION ISOLATION JOINT OR MORE FACE OF CURB JOINT TPREMOLDEDFILLER JOINT FILLER 1'-°"(TVP.) a�'R 0• ISOLATION JOINT^ ISOLATION JOINT- ISOLATION JOINT- w 3/4"PREMOLDED PAVEMENT JOINT 3/4"PREMOLDED PAVEMENT JOINT 3/4"PRE MOLOED PAVEMENT i / TIE BAR-#5 BAR, m PAVEMENT JOINT JOINT FILLER JOINT FILLER JOINT FILLER JOINT(TVP.) 30"LONG CONDITION A CONDITION B EDGE OF SHOULDER CONDITION C SPACING=8"O.C. (SHOULDER USE ONLY) CONDITION D/ CIRCULAR FRAME LESS THAN 4'-0"OR MORE CIRCLI LAR FRAME RECTANGULAR FRAME 4'"0" TIE BAR #5 BAR,30'LONG TIE BAR-#5 BAR,30"LONG Y O�DIIIVUUDO \`1 SPACING=fi'O.C. _ o00000000001 SPACING=6"O.0 PAVEMENT I' oo IIIIIoo''1 ISOLATION JOINT- `� ` 0000000000OQ01i 3/4"PREMOLDED FACE OF CURB ` JOINT JOINT FILLER ❑ i "Ioo IIIIU00/ USUAL ISOLATION JOINT- ISOLATION JOINT- JOINT W'314 "PREMOLDED FACE OF 3/4"PREMOLDEO TRACK JOINT FILLER CURB JOINT FILLER ISOLATION JOINT- pgVEMENT 3/4"PREMOLDED JOINT(TYP.) JOINT FILLER ADJUSTED PAVEMENT TIE BAR- JOINT CONDITION H #5 BAR,30"LONG RECTANGULAR SPACING=6"O.C. FRAME PAVEMENT JOINT(TYPJ NOTE CONDITION E CONDITION F CONDITION G ALL CONDITIONS ARE SHOWN IN PLAN VIEW. g - Ap�'C'�p8,� PAVEMENT JDINT(TYPJ �' � Q �b I+ fill N ------ -------------------- _ UD w B�. CIRCULAR 4 ° I— ISOLATION JOINT- *FILLER : SS OR LESS pl gTgY. `� g FRAMEAN. —� J/OINTRFILLER'PREMOLDED 4"0 eBBrONAL AN: OR MORE i /o00I000O00�, �g � USUAL JOINT S —USUAL TRACK(TVP.) PCC PAVEMENT JOINT ISOLATION JOINTS TRACKCIRCULAR ISOLATION JOINT-FRAME 3a"PREMOLOEOSTANDARD PLAN A-40.15-00 JOINT FILLER CIRCULARFRAMESHEET 1 OF 2 SHEETS ISOLATIO3/4"PR APPROVED FOR PUBLICATION JOI ADJUSTED PAVEMENT PAVEMENT JOINT(TYPJ JOINT(TYPJ Pasco Bakotich III 08-11-09 _ TAn of nEry rvEEa -T.1 CONDITION I CONDITION J w.mmeb.smro o.aamm.m el Tmnepenvile CONDITION C A CONDITION A CONDITION B CONDITION D CONDITION E CONDITION I y CONDITION J m ------------ oCONDITION F CONDITION G CONDITION H B DRILL A 2"DIAM. FULL-DEPTH HOLE, FILL WITH JOINT SEALER PLAN PAVEMENT JOINT 11.1 PAVEMENT JOINT(TYP.) TYPICAL APPLICATIONS T-JOINT DETAIL TYPICAL ISOLATION JOINT GUIDELINES CONDITION FEATURE EDGES,FLANGES OR CONTINUOUS VERTICAL DISTANCE ISOLATION JOINT- LIPS IN THE FACE THROUGH THE FROM NEAREST ISOLATION JOINT- EDGES,FLANGES OR LIPS 3/4"TION JOINT PAVEMENT SECTION PAVEMENT SECTION TRANSVERSE JOINT PREMOUDED N4'PREMOLDED IN PAVEMENT SECTION JOINT FILLER O O JOINT FILLER CATCH BASIN OR A COMBINATION GRATE USE — — .:::;_:;: CONTINUOUS VERTICAL CATCH BASIN OR I FACE THROUGH THE B COMBINATION GRATE USE O PAVED SECTION CATCH BASIN OR F ISOLATION JOINT- I I a C C COMBINATION GRATE USE — >4 FT FROM JOINT 3/4"PREMOLDED JOINT FILLER I I o GRATE INLET, I I y D CATCH BASIN OR — USE <4 FT FROM JOINT p CONCRETE INLET k _ GRATE INLET, E CATCH BASIN OR — USE <4 FT FROM JOINT CONCRETE INLET GRATE INLET, p' I I Ae8 80f 878e'�'61} 33 g � F CATCH BASIN OR — USE >4 FT FROM JOINT P' I BZONAL CONCRETE INLET;F I G. MANHOLE OR CATCH BASIN TYPE 2 USE g m U PCC MENT N CA MANHOLE ORTCH BASIN TYPE 2 USE — — ISO AT ON JOINTS MANHOLE OR USE — <4 FT FROM JOINT STANDARD PLAN A-40.15-00 CATCH BASIN TYPE 2 SECTION A SECTION OB SHEET 2 OF 2 SHEETS J MANHOLE OR USE — APPROVED FOR PUBLICATION CATCH BASIN TYPE 2 >4 FT FROM JOINT Pasco Bakotich III 08-11-09 �_ ure oe nen N— — * WITH RECTANGULAR GRATE CAST INTO ADJUSTMENT SECTION. %/WosM1ineron—Dep—el Tmnspenvilen I SEE NOTE NOTES _ 1.The gasket and groove may be in the seat(frame)or in the underside of the cover. The gasket may be"T"shaped in section. The groove may be cast or machined. m I 2.Bolt-down capability is required on all frames,grates,and covers,unless <., _ ___ _____ _ specified otherwise in the Contract. Provide 3 holes in the frame that are AA rtically aligned with the grate or cover slots. The frame shall accept the ps R 304 Stainless Steel(S.S) 5/8"-11 NC x 2"(in)alien head rap screw by P1 beingtapped,or other approved mechanism. Location of bolt down holes varies by manufacturer. 3.For bolt-down manhole ring and covers that are not designated"Watertight," -------� the neoprene gasket,groove,and washer are not required. . SEE DETAIL"B" l 1/2"(TYP.) 4. Washer shall be neoprene(Detail"B"). 3118" RING PLAN RING PLAN 5. In lieu of blind pick notch for manhole covers,a single 1"(in)pick hole is a 27 518" acceptable. Hole location and number of holes may vary by manufacturer. 21118 26 3/8" 26 318" 6. Alternative reinforcing designs are acceptable in lieu of the rib design. 1 1•• 7. For clarity,the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale(1H:1.5V). BLIND PICK NOTCH f f° 5/8" r° SIB" DETAIL"A" P1' za•' 26 3/4' 26 3/a" 341/8•' O =1n. RING SECTION � � �� ar A RING SECTION SKID GROOVE SKID GROOVE PATTERN PATTERN-SEE DETAIL DETAIL SEE DETAIL•'A" SEE DETAIL"A' 1 7/i6" B WASHER TOP �� 1 sns• (SEE NOTES) eoiTONi , BOTTOM •-y- -- HSPECIFY LETTERING COVER PLAN COVER PLAN �oA ;8p<rarsV$o YV1/4- SEE DETAIL"B" BrONALSEE DETAIL"A' SEE DETAIL"A" DOVETAIL GROOVE � I 81EOPRENE GASKET 1 Oy/A4c I(a.y, � Fe6 20 2018 12:55 PM (SEE NOTES) N n CIRCULAR FRAME(RING) BOLT-DOWN/WATERTIGHT 5/8" I 5I8" AND COVER DETAIL•B•• 'I STANDARD PLAN B-30.70-04 COVER SECTION OB COVER SECTION OB SHEET 1 OF 1 SHEET (SEE NOTE 7) (SEE NOTE 7) _ APPROVED FOR PUBLICATION L 6A� rra x.wia�.svau STANDARD BOLT-DOWN/WATERTIGHT o� E—N TYPE 1 TYPE 2 ISOMETRIC VIEW wa.bmsm�smnEo.aamm.m.rr...wanmian TRENCH WIDTH NOTES (SEE NOTE 3) 1. See Standard Specifications Section 7-08.3(3)for Pipe Zone Backfll. PIPE ZONE BACKFILL O o 2. See Standard Specifications Section 9-03.12(3)for Gravel Backfill for Pipe Zone Bedding. (SEE NOTE 1) OO 3. See Standard Specifications Section 2-09A for Measurement of Trench Width. 3 GRAVEL BACKRLL FOR as%O.D. 4. For sanitary sewer installation,concrete pipe shall be bedded to spring line. o PIPE ZONE BEDDING rx (SEE NOTE 4) (SEE NOTE 2) — 15%O.D. FOUNDATION LEVEL CONCRETE AND DUCTILE IRON PIPE TRENCH WIDTH (SEE NOTE 3) TRENCH WITH PIPE ZONE BACKFILL00 O � �(� (SEE NOTE 1) Qg�o OQ3 (SEE NOTE 3) — w OO ^, GRAVEL BACKFILL FOR _ GRAVEL BACKFILL FOR PIPE ZONE BEDDING PIPE ZONE BEDDING (SEE NOTE 2) (SEE NOTE 2) 15%RISE OWz FOUNDATION LEVEL G N CL PIPE ARCHES FOUNDATION LEVEL THERMOPLASTIC PIPE CLEARANCE BETWEEN PIPES �� all FOR MULTIPLE INSTALLATIONS TRENCH WIDTH (SEE NOTE 3) MINIMUM PIPE SIZE DISTANCE �� W PIPE ZONE BACKFILL BETWEEN qe A8pf 8�ge,90�QW (SEE NOTE 1) r7n '- BARRELS B9-'ONALCIRCULAR PIPE � pp Ram,mlie N o N (DIAMETER) UP TO 48 24 �µv.c%J-- Feeb2o2oIa12:56PM GRAVEL BACKFILL FOR 00 PIPE ZONE BEDDING e o PIPE ZONE BEDDING (SEE NOTE 2) p — METAL DIAMETER/1 AND BACKFILL PIPE ARCH 48"AND OR 36" FOUNDATION LEVEL = LARGER WHICHEVER STANDARD PLAN BS5.20-02 (SPAN) IS LESS SHEET 1 OF 1 SHEET �APPROVED FOR PUBLICATION METAL AND STEEL RIB E E " REINFORCED POLYETHYLENE PIPE �wa.Kme�"�smno.aamm"".m.I FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB FACE OF CURB VARIES 812" S 12" VARIES FROM 8"(IN)TO W(IN)- 1" 10"TO 22" 1" MAINTAIN 1H:8V SLOPE C\V(IN)R (SEE CONTRACT) V(IN R 512" V VARIES 1"(IN) ON SIDE OF CURB MATCH ROADWAY \ / MATCH ROADWAY P(IN)R. R MATCH ROADWAY \ 12"(IN R. ��MATCH ROADWAY SLOPE SLOPE _____ SLOPE SLOPE 1/2"(INJ R. 12"(IN R. b b 12"(IN)R. ID 12"(IN) ROADWAY 12"(IN) ROADWAY ROADWAY ROADWAY R rc "2�0%. R fo jN� FLUSH MATH GUTTER PAN AT CURB "D 11 12" 11 12" 1'-S" 1 1 S" n O RAMP ENTRANCE-12"(IN)VERTICAL LIP AT DRIVEWAY ENTRANCE DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES 6" (IN)R 1" R. CEMENT CONCRETE 12"(IN)R. 8" NOTE CEMENT CONCRETE OR 12°(IN)R. CURB RAMP,LANDING, ASPHALT CONCRETE 1"(IN) OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb Expansion and b SIDEWALK OR PATH VARIES FROM R ENTRANCE Contraction Joint spacing and see Standard D 5^(IN)TO V.pN) >_____ D Specification Sections B-04 and 9-04 for additional requirements. &8"(IN)PREMOLDE0 JOINT FILLER (WHEN ADJACENT TO CEMENT 318"(IN)PREMOLDED CONCRETE SIDEVVALI9 JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS,LANDINGS, AND DRIVEWAY ENTRANCES 0 4 ATRIc� 0P WAS FACE OF CURB FACE OF CURB �e LL FACE OF CURB VARIES 12"TO 24" FACE OF CURB 4.14 .p VARIES 71/4" a "C 1" 10"T022" I 1" 812" 3" 4" •o (SEE CONTRACT) 5 12" 1" 1 12 343 "(IN)R. �0 63 O �� 1"(IN)R. 1"(IN)R. 12"(IN)R. 1"(IN)R. 12"(IN)R ACOJ,'PA'GI STO 9�ONAL B� ROADWAY b ROADWAY 8o ROADWAY ROADWAY Bany,Ed May 6 2014 3:31 PM CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 1 3/4" 1 3M" 81/4" a 114"• SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB 7 19-01M' Z 9-03W Z e-GSM' Sa'"MMI E "IT FILLER r r ...................................................................................................................................................................................................................................................................................................... b e /y1 N " ..._ ......... ...._B 7CEMENT B CONCRETE CURB AND GUTTER B-0'R 5'-P R. RECTANGULAR FRAME AND GRATE-NOT GUTTER PAN INCLUDED IN CURB AND GUTTER BID ITEM NOTES PLAN VIEW 1. The intent of this design is to facilitate the Compaction of Hot Mix Asphalt pavement adjacent to a drainage structure. CENTERLINE OF FRAME CATCH BASIN GUTTER PAN F� a GRATE-SEE NOTE 2 2. The onterine of the drainage structure may differ from the lw� centerline of the frame and grate. 2'-101IT VARIES 6117 13' aV2' 1'-P-2'-101I2' (1.OB) FACE OF CURB 61I1' 1• SLOPE THE GUTTER PAN DOWN TO 611Y 1• 1/2•R 1•R. MATCH THE RECTANGULAR FRAME in.R 1•R ROADWAY MATCH SLOPE SLOPE 1/2•R lOP QF 1'R 1/C ROADWAY ROADNMV ti I H y- J.O,gpT ADJUSTMENT SECTION-NOT INCLUDED SECTION / F IN CURB AND GUTTER BID ITEM - DRAINAGE STRUCTURE-NOT INCLUDEDSTS�Op $BO qo3 a�9 IN CURB AND GUTTER BID ITEM --�--- �GNAl. -� dwI EXPIRES JULY 27,2007 Y� � SECTION OA ,-' - ; CEMENT CONCRETE -,- ; ; CURB AND GUTTER PAN STANDARD PLAN F-10.16-00 SHEET 1 OF 1 SHEET L I APPROVED FOR PUBLICATION I8011ETRIC VIEW Kevin J.Dayton 12-20-M I mneonioxaw�m� u,. Y1a�Nrm Sqr MPvewd dTaRsbCen NOTES 4'-0"MIN.- A 4'-0"MIN.- /\ SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks,the connection between the landing and the 3l8"EXPANSION PEDESTRIAN CURB- 3IB"(IN)EXPANSION roadway oadwa must be contained within the width of the crosswalk markings. JOINT(TYP.)-SEE SEE NOTE 9 JOINT(UN-SEE PEDESTRIAN CURB- y STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where"GRADE BREAK"is Called ts out,the entire length fl the grade LANDING break between the two adjacent surface planes shall be Flush. B SIDEWALK 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurte- \V1 CURB AND GUTTER *� \* / C nances on any part of the Curb Ramp or Landing,or in the Depressed IJ/ Curb and Gutter where the Landing connects to the roadway. SIDEWALK 3"R. 4. See Contract Plans for the curb design specified.See Standard Plan F-10.12 for Curb, for and Gutter,Depressed Curb and Gutter,and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE- 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 0"MINN; ` 4'-0"MIN.- SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE- SEE CONTRACT PLANS p SEE STANDARD PLAN F�5.10 6. The Bid Item"Cement Concrete Curb Ramp Type_"does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER DEPRESSED CURB AND GUTTER the adjacent Curb,Curb and Gutter,Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb,or Sidewalks. — 7. The Curb Ramp length is not required to exceed 15 feet(unless otherwise Shown in the Contract Plans).When applying the 15-foot max.length, PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the Curb ramp is allowed to exceed 8.3%.Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m a'-a'MIN over a horizontal distance of 15 feet.Do not include abutting landing(s)in SEE CONTRACT PLANS GRADE BREAK the15-foot max.measurement.When a ramp is constructed on a radius,the 15-foot max.length is measured on the inside radius along the back of the D > CONTRACTION JOINT(TYPJ-SEE STANDARD PLAN F�0.1 " walkway. FOR CURB RAMP LENGTHS GREATER THAN F-TPROVIDE COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'-T MIN.OC. v * 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish.See Standard Specifications 8.14. N DEPRESSED CURB AND GUTTER- 9. Pedestian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN W ¢ LANDING m SEE STANDARD PLAN F-10.13 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB-SEE NOTE 9 > AND NOTE 6 Rap or Landing and there will be no material to retain. SECTION O 4'-D'MIN. 15'-0"MAX.(TYPJ LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5%OR FLATTER RECOMMENDED FOR 15'-0"MAX.(TYP.J 4-9-MIN. 15'-0"MA%.(TYP.) GRADE BREAK DESIGNIFORMWORK(2%MAX.) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE] a a i� 1rr�C 7.5%OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK GRADE BREAK * ". .. + FORMWORK(8.3%MAX.)-SEE NOTE] ** ** CURB RAM * PEDESTRIAN - INIEXPANSION JOINT FTYP.)- �1°(' —_ STRIAN CURB nn SEE NOTE; LANDING 1 SEE STANDARD PLAN F-30.0 SCE �'CL o� CURB RAMP CURB RAMP LANDING Wff-EXPANSION JOINT(TYP.)- 1 SECTION O _ SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) s (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B"PAY LIMIT-SEE NOTE 6 NAL g�G "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A"PAY LIMIT-SEE NOTE 8 Zeller',Scott Tun 2420167:19 AEI PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION (�6rttEs,� lwi9�xoi6°22 ISOMETRIC VIEW ISOMETRIC VIEW -W_.sron smn Eo.aaEmm.mer Tm.weneXe. TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT NOTES A CURB RAMP WIDTH 4'-0"MIN.LANDING TO MATCH A CURB RAMP WIDTH-SEE CONTRACT PLANS CURB RAMP WIDTH 4' MIN. 1. At marked Crosswalks,the Connection between the curb ramp and the road- LANDING MATCH CURB RAMP Way must be contained within the width of the crosswalk markings. LANDING WIDTH-SEE E CONTRACT PLANS Y GRADE BREAK 1 2. Where"GRADE BREAK"is called out,the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Flush. GRADE BREAK SEE CONTRACT PLANS- CEMENT CONCRETE SEE CONTRACT PLANS- 4'-0"MIN. SIDEWALK-SEE NOTE 5 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurten- 4'-0"MIN. 1 I ances on any part of the Curb Ramp or Landing,or in front of the Curb 1 PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'-0" SIDEWALK-SEE NOTE 5 (TYP.) SEE CONTRACT PLANS- MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified.See Standard Plan 4'-0"MIN. PLANS-4'-0"MIN. F-10.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and FLARE(TYP.) * 3/6"EXPANSION) * BUFFER\WIDTH-MATCH Pedestrian Curb details. JOINT(TYP -SEE , TO CURB RAMP DEPTH / I S. See Standard Plan width a 0 for Cement Concrete Sidewalk Details.See 316 EXPANSION CURB RAMP STANDARD PLAN FJ0,11 1 (TYP) JOINT(TYP.)-SEE 1 1 w Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE 6. The Bid Item"Cement Concrete Curb Ram Type _"does not include the J BREAK TRANSITION TO SIDEWALK BUFFER,IF ° p YP GRADE BREAK PRESENT,OR TO BACK OF CURB(TYP.)- adjacent Curb,Curb and Gutter,Depressed Curb and Gutter,Pedestrian 7l• iiiiiFiiiiiii?': ** SEE CONTRACT PLANS Curb,or Sidewalks. �)'•))'•'• �� V 7. The Curb Ramp length is not required to exceed 15 feel(unless shown AND GUTTER- CURB,OR CURB CURB, PEDESTRIAN CURB- OR CURB CEMENT CONCRETE otherwise in the Contract Plans).When applying the 15-foot max.length, AND OR - the running slope of the Curb Ramp is allowed to exceed 8.3%.Use a SEE NOTE 4 DETECTABLE WARNING SURFACE- SEE NOTE 4 SEE NOTE 4 B single constant slope from bottom of ramp to top of ramp t match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE- the lendingover a horizontal distance of 15 feet.Do not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-fool max.measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER- C{ DEPRESSED CURB AND GUTTER 6. Curb Ramps and Landings shall receive a broom finish.See Standard TO CURB(TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8.14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb iO CONTRACTION JOINT(TYP.)`SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN V-0"PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE^ (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 - SLOPE IN EITHER DIRECTION 0 4'-0"MIN. 15'-Y.MAX.(TYP.) GRADE BREAK ,k 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(2%MAX.) SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE] COUNTER SLOPE- SEE STANDARD PLAN FJ0.10 * GRADE BREAK 5.0%MAX. ** OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK DESIGN/FORMWORK OM MAX.) TOP OF ROADWAY *** 9.5%OR FLATTER RECOMMENDED FOR l > DESIGN/FORMWORK(10%MAX.) SCQTT 2EL LANDING CURB RAMP \ ° r. DEPRESSED CURB AND GUTTER^ SECTION SEE STANDARD PLAN F-10.12 _ OA CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP"TYPE BOA `9g 2esao$O W� CEMENT CONCRETE PERPENDICULAR"A"PAY LIMIT-SEE NOTE 6 PERPENDICULAR"B"PAY LIMIT-SEE NOTE 6 SEE NOTE qN CURB- �yrORAL DETECTABLE WARNING SURFACE- Zeller,5cah SEE STANDARD PLAN F45.10 �J({^_ Jw 242016]2U AM _ PERPENDICULAR CURB RAMP 3"R.TYP. DEPRESSED CURB AND GUTTER- SEE NOTE 4 STANDARD PLAN F-40.15-03 i SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER-SEE NOTE 4 APPROVED FOR PUBLICATION pi63.3srN ISOMETRIC VIEW ISOMETRIC VIEW CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMITw°a,l"e1°"smnEo.aarmm.m err.."w=ramie" u NOTE q STAPLE TOP TIE 1. Post shall have sufficient strength and durability -�� SELFLOCHING TIE-NYLON OM(MIN.GRADE), STEEL T-BAR POST to support the fence through the life of the project. is 500 MIN.TENSILE STRENGTH,UV STABILIZED m 2-2 WOOD POST SELF-LOCIaNG TIE-NYLON M(MIN.GRADE), FENCING 50R MIN.TENSILE STRENGTH,UV STABILIZED FENCING MATERIAL p MATERIAL I_ v-W MAx. VERTICAL Pose TT ELEVATION ®®®® Sm ®®®® ®®®® FENCE ON SLOPE ENVIRONMENTALLY r r b p-0. - BOUNDAR AREA (DESIRABLE) BOUNDARY ELEVATION HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH.AND SHALL BE UV RESISTANT,ORANGE COLOR .w. w 9MTE OF 1--D•MIN. PROTECTED ,'C']n(�y0 YYA HMIUN UU (DEEPER FOR AREA IANDSCAPEARpaIECT uNsrAete say Sm r2 WOOD OR MARK W.MAURER STEEL T-BAR POST °"` CERTIFICATE NO.000503 TYPICAL SECTION HIGH VISIBILITY PENCE WORK STANDARD PLAN 1-10.10-01 AREA SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BaKodch/it 08-11-09 ISOMETRIC �a TAPER DIVIDER ENDS NOTES To MATCH INSIDE JUNCTION BOX DIMENSION TABLE TAPER OF BOX BOX INTERIOR LENGTH-1/18' 1. All box dimensions are approximate.Exact configurations vary among manufacturers. z (TYP.) y 2. Minimum lid thick shown.Junction Boxes installed in sidewalks,walkways,and shared-use LL 5/16'(IN).1'ING 8.S. S. 1/4 ¢ BOX TYPE paths shall have a slip-resistant resistant mating on the lid and lip cover late,and shall be installed with U COUPLING NUT 5/16"(IN)•1 1/2"W(S..) ITEM P P- 9 P P SET SCREW(NP•) � TYPE 1 TYPE 2 the surface flush with and matched to the grade of the sidewalk,walkway,or shared-use path. - - - - The non-slip lid shall be identified with permanent markings on the underside,indicating the 10 GAGE A OUTSIDE LENGTH OF JUNCTION BOX 2" 33" GALVANIZED type of surface treatment(see Contract Documents for details)and the year of manufacture. DIVIDER PLATE STEEL B OUTSIDE WIDTH OF JUNCTION BOX 17" 22112" The permanent marking shall be 1/8"(in)line thickness formed with a mild steel weld bead and SIDE VIEW C INSIDE LENGTH OF JUNCTION BOX 1V-IV 28"-2V shall be placed prior to hot-dip galvanizing. ELEVATION VIE W 4a (FOR TYPE 2 JUNCTION BOX ONLY) D INSIDE WIDTH OF JUNCTION BOX 1S"-14' 1r-it 3. Lid support members shall be 3/16"(in)minimum thick steel C,L,or T shape,welded to the frame. A E LID LENGTH 175/8" 28 WS' 4. A 1/4-20 NC z 3/4"(in)stainless steel ground stud shall be welded to the bottom of the lid;include LID SUPPORT(TYPJ F LID WIDTH 12 SW 181/8' (2)stainless steel nuts and(2)stainless steel flat washers. (SEE NOTE 3) C CAPACITY-CONDUIT DIAMETER 8' 12' 5. Bolts and nuts shall be liberally Coated with ant-seize Compound. E 3/1W 6. Equipment Bonding Jumper shall be#8 AWG min..4'(ft)of tinned braided copper. GROUNDSTUD ) DIAMOND PATTERN 30'(IN)STEEL COVER 7. The System Identification letters shall be 1/8"(in)line thickness formed With a mild steel weld bead.See (SEE NOTE 4) 3/16 1 1/2 (SEE NOTE 2) LIP PLATE(TYP.) _ Cover Marking detail.Grind off diamond pattern before forming letters.For System Identification details, COUPLING NUT LID SUPPORT(TW.) see Standard Specification 9-29.2(4). ________e_____ FORALTERNATIVE 2- ° WELDED WIRE 8. When required in the Contract,provide a 10"(in)x 27 1/2"(in),10 gage divider plate,complete,with SEE SHEET2 _____�________________ G G G FABRIC(rYP.) (T1'PJ 1/8 fasteners,in each Type 2 Junction Box where specified. LID LIFTING NOTCH- Q- I `HOOK oo�o� p 9. When required in Contract,provide a 12"(in)deep extension for each Type 2 Junction Box where specified. 1/4'(IN)•3/4'(IN) (--- BEE (�') 000001 10.See the Standard Specifications for alternative reinforcement and class of concrete. NOTE 7 p —��---- 11.Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied a two places to e the vertical Welded Wire Fabric when in contact with each other.Wire tie all other Headed Anchor Shear HEADED ANCHOR SHEAR I O I Studs to the horizontal Welded Wire Fabric. STUD-3/B'(IN).3'(IN)10 COUNT STUDS EVENLY d I d 12.Lid Bolt Down Attachment Tab providee a method of retroftting by using a mechanical process in lieu of SPACED AROUND FRAME •1 welding.Attachment Tab shown depicts a typical component arrangement;actual configurations of (PUCE TO SIDE OF u0 I - I ,� assembly will vary among manufacturers.See approved manufacturers'shop drawings for specifics. BOLT GOWN SUPPORT A- ----' --------------'------------' '----' .. NGLE WHEN USING LOCK- --- B-- --------- -_� --- 13.Unless otherwise noted in the plans or approved by the Engineer,Junction Boxes,Cable Vaults,and ING DETAILALTERNATIVE HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks,walkways,shared use paths,traveled ways or paved 2)(SEE NOTE 11) sHEAR STUD(TYP.) 11 shoulders.All Junction Boxes,Cable Vaults,and Pull Boxes placed within the traveled way or paved 1 31W(IN)DIAM.HOLE WITH D (SEE NOTE 11) MIN shoulders shall be Heavy-Duty. V2-13.1 112 STAINLESS WELDED WIRE HOOP(TYP.) STEEL PENTA HEAD BOLT 1. GAP(TVPJ 4' (SEE NOTE 10) W WF WIRE TIED TO 14.Distance between the top Of the conduit and the bottom of the Junction Box lid shall be 6"(in)min.to 8"(in) FOR HOOK RELEASE HEADED ANCHOR max.for final grade of new construction only.See Standard Specification 8-20.3(5).Where adjustments BOLT PLATE-SEE DETAIL SHEAR STUD(TYP.) are to be made to existing Junction Boxes,or for interim construction stages during the contract,the LOCKING LID STANDARD SECTION OD limits shall be from 6"(in)min.to 10"(in)max.See Standard Specification 8.20.3(6). (TyP.) 3/16 3M DUTY JUNCTION BOX 3116 314 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL p GROUND STUD(SEE NOTE 4) 3/8"(IN STEEL B 7D$Ep� SURFACE OR COVER UP PLATE 0 Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2- FINISHED GROUNDING STUD Q ep WAggY (BEE NOTE 4) 1 1/2"MIN. Conductor 1 1/2 MIN. SEE DETAIL"E"ALTERNATIVE 2 Q �� 'IL+ GRADE TOP OF PAVED Q q! 7 E 3/8"(IN)STEEL 3/18" SURFACE ©Copper Solderiess 318'(IN)STEEL F LID SUPPORT(fYPJ- W °j A F COVER PLATE TOP OF BABE Crimp Connector COVER LIP PLATE 3/18' SHAPE SHOWNZ _ LID HOOK (TYPJ (SEE NOTE 3) F -4 COURSE O Equipment Bonding T yg^I(S "IN HEADED ANCHOR .o yryr• Jumper(See Note 6) I. SHEAR STUD(TYP. mop qB 39820 Fi 1 G_F� 1 N ®See Contract for conduit VJEIDE E dss10 STE&Q�G12 i size and number {I FABRIC(TYP.) ONAL f4 M WF)bx4-W2.9.W2.9 (S GAGE)(SEE NOTE 10) IN1'•T� 3 w rc COVER MARKING DETAIL n.y�f nMuminv:lz AM O 1 . p� 2 MIN WE ED WIRE HOOP 1/LD m(') 3" - 2" DARD 01 O MIN �'• 3 (TYP.IW2.9(BGAGE) LOCKING uD STAN Ew 3 (BEE NOTE 8) MAX MIN.. �w "- 1^1(TVP•) ��. (BEE NOTE 10) DUTY JUNCTION BOX i f9 CRUSHED SURFACING(BASE f n I T S TYPES 1 &2 n COURSE OR TOP COURSE) PER 2:O 1/r(TyP,) STANDARD PLAN J-40.10-04 STANDARD SPECIFICATION 9.03.9(3)', f r x � SHEET 1 OF 2 SHEETS 0 0 0'1 0 0 1/4'CLEAR APPROVED FOR PU w'xBpoLICATION j Optl.t.v.. LL AROUND OONN a ©GRS CONDUIT PITS' 1 C DUIT PVC ni 4 0 0 0 0 SECTION O o�,Ox F-s'��• _______________ .---______________ SEE NOTE7 SECTION (CONDUITS NOT SHOWN) -•� 72.13.1 12 S.S.PENTA HEAD LID LIFTING NOTCH-1/4'(IN)x 3/4"(IN) 1/4'LID LIFTING NOTCH 2" 21r' BOLT ANDIIT )S.S.FLATWASHER yig. LID SUPPORT-L SHAPE SHOWN 1 3B"(IN)OIAM.HOLE 31B"ON)STEEL COVER PLATE- 3B"(IN)STEEL 3B"(IN)STEEL (SEE NOTE 3) y1g. r(IN)-1/4'(IN)-3 V 1 6B' SHOWN CUTAWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER p BOLT PLATE CHANNEL- SEE DETAIL 3B'(IN)STEEL 12-13=112S.S.PENTA HEAD L U 3M6 COVER LIP PLATE BOLT AND 12"(IN)S.S.FLAT WASHER -� (TYP.) 3/16 3/16 11r iB d 3116 1 (TVP.) I"(IN) m BOLT PLATE CHANNEL- HORIZONTAL ` 118 SEE DETAIL SLOT F5 2"(IN)•I/4'(IN)-3GAGE _ I-SHALID PPORT-SHOW p, LID HOOK_ '(IN) = .......... o STEEL SPACER LSHAPE SHOWN 3H8 1"(IN)=3/18•(IN)ANGLE 3/16 1112 p. SLOTTED STEEL CHANNEL (SEE NOTE 3) ea` 4' a 3 (SEE NOTE 6) SB'IN•1' N (TYP.) 3/16 4 HORIZONTAL SLOT HEX COUPLING NUT p LID SUPPORT- WWF-WELDED °• LSHAPE SHOWN WWF-TIED IN PLACE$ ,^ LID BOLT GOWN TO LIP PLATE p (SEE NOTE 3) TO EACH HEADED d 1 SB'(IN)SLOTTED S.S. ATTACHMENT TAB- d ANCHOR SHEAR STUD 3M8 3/16 CHANNEL WITH S.S. SEE DETAIL WELDED WIRE ep CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9(TvpJ 4 HE COUPLING NUT HOOP(TVP') (6 GAGE)(SEE NOTE 10) 1 $.S.5/ifi-NC x I IN WITH DETAIL O W2.9(6 GAGE) ( ) (SEE NOTE 10) S.S.5/ifi-NC x 3/4"(IN)BOLT ALTERNATIVE I SHOWN SECTION OC 3/8'(IN)x 3"(IN)HEADED LID BOLT DOWN ATTACHMENT &(3 EACH)S.S.5/16"(IN) PERSPECTIVEWEW ANCHOR SHEAR STUD- TAB-SEE DETAIL w FLATWASHERS LID SHAPE SHOWN /4°LID WN 1 °LID LIFTINGWELDED TO LIP PLATE L SHAPESH DETAIL E ALTERNATIVE (SEE NOTE 3) 3M8" y76 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB it.13-112S.S.PENTA *LE 112 =112 S.S.PENTA HEAD (SEE NOTE 12) 3E(IN)STEEL BOLT AND 12'(IN)S.S.FLAT WASHER COVER LIP PLATE HEAD BOLT AND 12"(IN) S.S.FLAT WASHER 1 3B'(IN) 2' IVi DI(AM) r r LID LIFTING NOTCH-1W(IN)-3/4'(IN) BOLT PLAT 1. HOLE 112' 3/e'(IN)STEEL COVER PLATE- iB BOLT PLATE CHANNEL- SHOWN CUTAWAY FOR CLARITY + SEE DETAIL ( SW(IN)x 3/16 11r 3 SEE NOTE 6) (TIP3/18 1 12 -I- 711V(IN)� - - SLOTVERT WWFO HEADED a ( 11 SLOTN) ��PLACS TO HEADED LID SUPPORT-L SHAPE SLOTANCHOR$HEAR STUD 4 SHOWN(SEE NOTE 3) -+'-' '-�'WWF4-4.W2.S=W2.9 DIA (IN)P 1 EXPOSE LID BOLT DOWN C DIA'(IN)(IY )(6 GAGE) � BOLTSUPPORT ANGLE TO ATTACH (SEE NOTE IO) ATTACHMEN "�- y ALTERNATIVE 2 LID BOLT DOWN r(IN)=3'(IN=HEX COUPLING NUTANGLE ATTACHMENT TAB1/'r(IN)S.S.HEX NUf3B°(IN)=3'(IN) S.S.5(16-NC•7B'(IN)WITH SEE 3 1/2• 1/4'(IN)ANGLEHEADED ANCHOR S.S.5(16-NC•3/4-(IN)BOLT&THREELID BOLT DOWN SUPPORT 7/16'(IN)-3W(IN)SLOT SHEAR STUD- EACH S.S.5/16'(IN)FLAT WASHERSANGLE-2'(IN)=2'(IN)= BOLT PLATE CHANNEL WELDED TO 1WON)ANGLE Ire(IN)S.S.HEX NUT LIP PLATE LID BOLT DOWN SUPPORT ANGLE- 1 12"(IN)•3"(IN)•1/4'(IN)ANGLE DETAIL F ALTERNATIVE 2SHOWN (TYP.) Jos .1p DETAIL O PERSPECTIVE VIEW iB $ ALTERNATIVE 2 SHOWN ALTERNATIVE 2 oQO� OT VAIBj 7� 12-13 x 1 12 S.S.PENTA LID BOLT DOWN ATTACHMENT TAB SV °j 4► HEAD BOLT AND I2'(IN)S.S. IL+ s [1 FLAT WASHER (SEE NOTE 12) F — -4 y1g^ 11ERTI AL SLOT AND 13=112.S.FLAT ASHER HEAD BOLT 3/B'(IN)STEEL 1 iB'(IN)x 2"(IN) VERTICAL SLOT AND 12'(IN)S.S.FLAT WASHER COVER LIP PLATE VERTICAL SLOT O 39820 O Q' 3I_(IN)-EEL COVER A �B mP') y16 PLATE-SHOWN CUT a 1/8'(IN)x 3/4'(IN) 1/4'(IN)STEEL PLATE B,y GISTS G,� AWAY FOR CLARITY �y� STEEL ANGLE SrONAL 3116 (TYP.) .a iM'(IN)STEEL Bailer.Teo • - --------------- __� .� PLATE ,y�j p 252U I—AM 1/B'(IN)•3/4'(IN) 3/16 112 � � ��---- �' c"(/ 3/16 112 ,I STEEL ANGLE a LID SUPPORT- 18 LocKIIVG LID STANDARD m - LSMESHOWN : Y 1W4' �:---- DUTY JUNCTION BOX WWF-TIED IN2 d 3/16 1/B'(IN)•3/4'(IN) (SEE NOTE3) ' PLACES TO HEADED d ANGLE(fYP.) .° ��IUSIITIIN)S.1577 TYPES i &2 ANCHORSHEAR STUD p 1/4'(IN)STEEL PLATE STANDARD PLAN J-40.10-04 WWF4x4-W2.9xW2,9 �d,p 1/4'(IN)S.S.PLATE (TYP.)IS GAGE) LID SUPPORT-L SHAPE SHOWN (IN) iB SHEET20F25HEET5 (SEE NOTE 10) (SEE NOTE 3) 1/B'(IN)=3/4-(IN)STEEL(IN)x 3'(IN) ANGLE-RIGHT ANGLE NUT ANGLIE�xMIR4.R(OR SMAGE p'�` PROVED FOR PUBLICATION1P SHOWN,MIRROR IMAGE Vw•pentOt. pre m s? HE SHEAR STUDR DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFT ANGLE SHEAR TO woaM1ir�p�an soma oaGpo maM M imnepono�ian WELDED To DETAIL O ALTERNATIVE aSHOWN LID BOLT DOWN ATTACHMENT TAB LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) wr NOTES 1. For Sign installation details,see Standard Plan G-series. 2. Where it is impractical to locate a sign with the lateral SHOULDER 7 PRIMARY offset,a minimum of 2'(ft)offset may be used. A Tilt) 17 MIN. MIN. SIGN SIGN lateral offset may be used in business,commercial SHOULDER 2' or residential areas. MIN1 3. The'V'height for signs,with an area of more than SHOULDER S'MIN. SIGN EDGE OF TR°GAVE D OF SD square feet and two or more sign supports,is E VEIPD SUPPLEMENTAL LS WAY 7 feet in both rural and urban areas. WAY PLAQUE EDGE OF M MIN. qE �VELED S"MAX. T I 7 1 I CURB CURB 7 FACE V FACE V V SIDEWALK CURB CURB SIGN INSTALLATION SIGN INSTALLATION SIGN INSTALLATION (FILL SECTION) (CURB SECTION) (SIDEWALK AND CURB SECTION) HEIGHT V TOBOTTOM FSIGN TO BOTTOMOF (NO SUPPLEMENTAL SUPPLEMENTAL PLAQUE PLAQUE) (WHEN REQUIRED) RURAL 5'MINIMUM 4'MINIMUM URBAN T MINIMUM &MINIMUM a� K O 17 MIN. 12'MIN. C' NjSB OT YA,4gl SHOULDER S MIN. PRIMARY SHOULDER 1' SIGN MIN. SIGN SHOULDER 3'MIN. SIGN I EDGE OF EDGE OF TRAVELED O'MIN. TRAWAY VELED EDGE EEOFD 4WV S•MAX. SUPPLEMENTAL j_ OS9BOTRAVl STBR�G WAY TONAL 2r''�a I d , FACE OF BARRIER j �I i , May lb�2 69:11 AM j OR GUARDRAIL j V rL', CLASS DI CONSTRUCTION SIGNING I INSTALLATION �.LIPPLE..NTALI, STANDARD PLAN K-80.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATIONcmple]o' isSIGN INSTALLATION SIGN WITH SIGN INSTALLATION tai.?=dS ^ (BEHIND TRAFFIC BARRIER) PLAQUE INSTALLATION (DITCH SECTION) e.Areo.1 ERRS. R (FILL SECTION) 7waa', -sum.o.Pan,R.m.r TARaw,milaR NOTES 4'-O"MIN.-B-D'MAX. 1. All fasteners may be zinc plated,galvanized or stainless steel.All steel angle and tubular steel shall be hot-rolled,high carbon steel, USE ATTACHMENT DETAIL steel 6•(TYP.) 7-e• painted or galvanized. OR 2. Install one lightweight Type A Low-Intensity flashing warning light ATTACHMENT DETAIL on the traffic side of the barricade. Install two Type A Low-Intensity flashing warning lights per barricade when the barricades are used to dose a roadway. Attach the light to the barricade according to the light manufacturers recommendations or use the details shown -� on this plan. c i b LL TOP OF BARRICADE m 3. Stripes on barricade rails shall be alternating orange and white ,® 0 SUPPORT ANGLE retroreflective stripes(sloping downward at an angle of 45 degrees c'+ '0 0 �a in the direction traffic is to pass). mb b O 4. The Type 3 barricade design shown on this plan meets the crash test requirements fo NCHRP NC Allemativa designs may be ap- proved theML if they conform to the NCHRP 350 crash test criteria and the MUTCD. ty-p t 5. When a sign is mounted on the barricade,it shall be securely bolted to at least two plywood panels. The top of the sign shall not be ELEVATION SIDE higher than the top panel of the barricade. WARNING LIGHT ATTACHMENT DETAIL TYPE 3 BARRICADE 5. When sandbags are used in freezing weather,Urea fertilizer shall be mixed with the sand in a quantity to prevent the send from freezing. WARNING LIGHT 6'x 11W x 1 12"•Ire' I ATTACHMENT STEEL ANGLE STEEL ANGLE I T TOP OF BARRICADE SEE NOTE 2 BARRICADE OF T-T SUPPORT ANGLE 11 III a B•xx•xr.1re^ DRILL TWO UT DIAM.HOLES THROUGH iii ii TUBULAR STEEL DRILL THREE BARRICADE SUPPORT ANGLE (1)31W-16.13/4• ORANGE AND WHITE 12'DMIL HOLES — — I n STEEL HEX BOLT REFLECTIVE SHEETING III II III{ (1)Bra"-16.1" 4 ASTM D49W-TYPE= ANGLE RESTS ON III II (1)3re"-16.r STEEL HEX BOLT (2)1"FLAT WASHERS ORS SEE NOTE 3 III p STEEL HEX BOLT ( ) TOP OF BOLT I 1"FLAT WASHERS (1)3V-16 SHER p (2)1•FLAT WASHERS I (1)3re'-18 STEEL 1 12'•11W 1/6" I p (1)3re"-16 STEEL HEX NUT (1)3re"-1U STEEL HEX NUT(TYP.) STEEL ANGLE II HEX NUT 4 4'-11-LONG(TYP.) J. T 3/4"ACX PLYWOOD PANEL ATTACHMENT DETAIL DETAL WARNING LIGHT 6".2'.2"x 118'TUBULAR SANDBAGS AS REOUIRED 4 >PDAB tB�f BTSa$O 1{w� Lg ATTACHMENT STEEL WTH PRE-DRILLED TO STABILIZE 8118E • B9I -ALL LESS ONAL T TOP SUPPORT TNGLEBARRICADE e�a�6 i-i I �PPo�ANGLE x 1 1/C x 11W x 11S' EXPIRES Al1Gl1ST 9,2007 YY CC JJ.. i DRILL TWO 12"DIAM.HOLES THROUGH STEEL ANGLE I BARRICADE SUPPORT ANGLE 4 B-G'LONG(M.) O �, TYPO S BARRICADE (1)3re" �T STEEL HEX BOLT) STANDARD PLAN K-80.20-00 (11)3re"-18 STEEL I O fV i ( 1'F LAT WASHERS I I 6"•2"•2"•1/8"TUBULAR STEEL SHEET 1 OF 2 SHEETS Liu��.I 'I.— HEX NUT APPROVED FOR PUBLICATION I I ISOMETRIC VIEW I 1A Kevin JDayton 12-240$ us ') ATTACHMENT DETAL OB w.NxyNx— DpsYxllndTsgallal woRKARPJL USEABLE TRAFFIC LANE Z MIN. AREA CLOSED TO TRAFFIC TYPE 31.BARRICADE e= TYPE 3R BARRICADE O TYPE 3L BARRICADE STRIPES ON THE BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TRAFFIC 19 TO PASS ROAD CLOSURE AT INTERSECTION AREA CLOSED TO TRAFFIC 2 MIN, USEABLE TRAFFIC LANE ® waRKARPa J.T $gisa b 4 �oAB$BCI9T84'� ♦'� �gg � Al, EHPIRES AUGUST 9,2007 �S!!I� TYPE 3R BARRICADE TYPE 3L BARRICADE TYPE 311 BARRICADE TYPE 3 BARRICADE STANDARD PLAN K-80.20-00 ROAD CLOSURE AT OTHER LOCATIONS SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Kevin J.Dayton 12-2040 BARRICADE PLACEMENT wwNw.,aa.Dw�we aTq�gsbYen NOTES 1V-T MAX 10017-V MAX PULL POST-SPACED HOG RINGS(TYP.)- 1. All concrete post bases Shall be 10"(in) END OR CORNER POST TENSION WARE 1V-V MAX(TYR) 1000'(FT)MAX. SPACED(dj 24"(IN)MAX. minimum diameter. B LINE POST-SPACED BRACE TENSION TWISTED SELVAGE TENSION WIRE PULL POST D TENSION WIRE BRACE POST 2. Along the top and bottom,using Hog A I 0 1V(FT)MAX. POST WIRE (TYP.) I Rings,fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. rc 3. Details are illustrative and shall not u TIE WARE TENSION WARE limit hardware design or post selection TENSION WIRE (ryp,) 0 TENSION WIRE of any particular fence type. b w TIE WIRE 4. Fencing shall be used for security and U (TYP.) boundary delineation only. FABRIC BAND(TYP.) FABRIC BAND(TYP.) STRETCHER BAR(TYP.) STRETCHER BAR(TYP) TIE (TYP.)- �r (�` SPACED 14"(IN)MAX. 0 STRETCHER /. BAR TENSION WIRE KNUCKLED SELVAGE i CHAIN LINK TENSION WARE HOG RINGS(TYP.)- N (TYP.) FENCE FABRIC ; POST FABRIC SPACED @ 24"(IN)MAX. CONCRETE POST FABRIC BAND IMTH BASE(TYP.) CARRIAGE BOLT AND NUT-SPACED 15"(IN) MAX. TYPE 3 1V-0'MAX. 50V-V MAX PULL POST-SPACED HOG RINGS(TYP.)- END OR CORNER POST TENSION WARE 10,-V MAX(TYP) 50V(FT)MAX. SPACED B 24"(IN)MAX. A TENSION IMRE PULL POST B LINE POST-SPACED BRACE TENSION WIRE KNUCKLED D TENSION WIRE BRACE POST B 101(FT)MAX. POST SELVAGE(TYP. METHOD OF FASTENING STRETCHER BAR TO POST TENSION IMRE TIE WIRE O TENSION IMRE TENSION WIRE STRETCHER cryP b,s TIE WIRE TIE WIRES(TYP.)- BAR(TYP.) F O-a, (TYP.) STRETCHER SPACED O 1P(IN)MAX. BAR(TYP.) FABRIC BAND(TYP.) �+ � FABRIC BAND(TYP.) C 4PLTRIcg OT WAAy! B h b w KNUCKLED SELVAGE CHAIN LINK ) �y"� y 9� (TYPJ FENCE FABRIC CONCRETE POST , BASE(TYP.) 9 R� TYPE 4 ��AB�rsrBRO° SStONAL y'�6 312' POST AND RAIL SPECIFICATIONS 1 yg CHAIN LINK FENCE PIPE ROLLFORMED IIII�p" TYPES 3 AND 4 POST NOM.SIZE (SCH.41) SECTION WIS HT II 0 STANDARD PLAN L-20.10-03 I D (II m SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION END,CORNER,OR PULL POST 2 1/2"DIAM. O 5.10 FENCE LINE FABRIC LOOP- LINE OR BRACE POST 2"DIAM. O 7.&5 2 SIDES Y 2 w Ihi qm.s m.Da I...Et W BRACE BAND WITH TWO-WAY BRACE BAND WITH LT AND NUT CAR*NUM IVTENSION WIRETUFABRIC BAND MATH BAR TENSION HARESCARRIAGE BOLT AND NUTTENSION WIRE FABRIC BANDCARRIAGE BOLNUTETCHER BAR(TYP.) END OR CORNER POST PULL POST(AT END OR CORNER) DETAIL O DETAIL OB TENSION WIRE TIE WIRE-SPACED 14"(IN)MAX.(TYP.) O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS rBAR __ _ TURNBUCKLE ___ 7 TENSION WIRE TENSION WIRES Q 04 WAAy, CARRIABRACE GE BOLTTAND NUT OHOG RING-SPACED0 2l(IN)MAX' FABRIC BAND WITHCARRIAGE BOLT ANDO fC(STg�4 4NUT;P.) ONAL BRACE POET PULL POST(WITHIN RUN) CHAIN LINK FENCE TYPES 3 AND 4 DETAIL OC DETAIL Oo STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION �— smreoaicx exxix�a %/W-hi�.Sim.P.p—.1olT1— NOTES 1. Materials shall meet the requirements of Standard Specification 9-1 S. CHAIN UNK FENCE TYPE 3 OR 4-. DOUBLE 14 FT.CHAIN LINK GATE-PAY LIMIT CHAIN LINK FENCE TYPE 3 OR 4- PAY LIMIT DOUBLE 20 FT.CHAIN LINK GATE-PAY UNIT PAY LIMIT GATE POST(TYP.)-3 la'(IN) 14'-0"OR 20'-0• IV-0•(TYP.) i DIAM.(NOM.,SCH.40) TIE WIRES(TYP.)- PULL POST HOG RINGS-SPACED SPACED 14•pN)MAX. PULL POST ! 0 24•(IN)MAX.(TYP.) MATCH FENCE TOP HINGE-1SV` TENSION HARE TENSION WARE SELVAGE(TYPJ SWING(TYPJ A TENSION WIRE m TRUSS ROD B TENSION WIRE (TYP,) FABRIC BAND(TYP.) TENSION TENSION HARES WARES STRETCHER BAR(TYP.) D BOTTOM TENSION WIRE a } C ! RED ED GHAIN(N LINK FENCOT IE TYPE 4) { MATCH FENCE BOTTOM HINGE- { SELVAGE(TYP.) 180°SWING CHAIN LINK FENCE FABRIC HOG RINGS-SPACED 24•QM MAX.(TYP.) 3'-0"-CHAIN LINK FENCE TYPE 3 2'-0"-CHAIN LINK FENCE TYPE 4 ` 12•ROUND(TYP. y{ DOUBLE GATE CHAIN UNK FENCE TYPE 3 OR 4-. SINGLE S FT.CHAIN LINK GATE- CHAIN LINK FENCE TYPE 3 OR 4- PAY LIMIT PAY LIMIT PAY LIMIT ! GATE POST -3 CH(IN) j HOG RINGS-SPACED DIAM.(NO(NOM.,SCH.40) B-0" 10-0•(TYP.) PULL POST ®24"(IN)MAX.(TYPJ TOPHINGE- TENSION WIRE FOR GATE POST- ! PULL POST 4PATRIcg REQUIRED ONLY ON HINGE SIDE TENSION WIRE SO°SWING A TENSION WIRE Q� 04 WA3yY 4 TENSION WIRE TENSION WIRE B , FABRIC BAND(TYP.) .0 43.3 TRUSS TENSION FQ ABCf 3TBR0 ♦� RODS WARE TENSION WARE S9IONAL STRETCHER BAR(TYP.) D BOTTOM TENSION WIRE ,^ ATE (TYP.)(NOT REQUIRED FOR WAIN LINK CHAIN UNK FENCE TYPE 4) T BOTTOM HINGE- C go.SWING HOGRINGS-SPACED STANDARD PLAN L-30.10.02 CHAIN LINK FENCE FABRIC TIE WARES(TYP.)- - 24"(IN)MAX(TYPJ - SHEET 1 OF 2 SHEETS 3'-O'-CH N LINK FENCE TYPE 3 SPACED D t4"(IN)MAX. 2'-0"-CHAIN LINK FENCE TYPE4 12^ROUND(TYP.) APPROVED FOR PUBLICATION SINGLE GATE �wo.n�nSsm.E51OEm.m-ITA�w��= 7 K A EYE BOLT TENSION WTURNBUCKLE mn� TENSION WIRE BAND LT TENSION WIRE TOP HINGE FABRIC STRETCHER BAR STRETCHER BAR(TYP.) GATE POST PULL POST DETAIL AO DETAIL OB STRETHCER BAR STRETCHER BAR(TYP.) FABRIC BAND(TYP.) D FABRIC BAND TENSION WIRE O yATRIcg O TENSION WIRE 4 WA3yY B9 TURNBUCKLE EYE BOLT '---- TURNBUCKLE TENSIBOTTOM HINGE EDUIRED FOR WIRE CHAIN LINK TENSION WIRE(TYP.)(NOT 90F�gBC(gpgT.09♦�� FENCE TYPE 4) EVE NIlT REQUIRED FOR v NOTN FENCE TYPE 4)CHAIN LINK S9YONAL V EYE BOLT O CHAIN LINK GATE DATE POST PULL POST STANDARD PLAN L-30.10.02 DETAIL O DETAIL O SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION �— s.areoesiox exaixeex %/WoIhix .Sim-D-ponm-xt of Tnafiox f is SIT is y SEE CONTRACT FOR LENGTH EDGE LINE&SOLID LANE LINE YELLOW OR WHRE m -SEE NOTE 2 CENTERLINE&LANE LINE YELLOW-CENTERLINE, SEE CONTRACT FOR LENGTH y WHITE-LANE LINE c e, d"OR 12"- ia 80• is SEE NOTE 3 1-� T DOUBLE CENTERLINE&DOUBLE LANE LINE YELLOW;- DBL.CENTERLINE, �i tTt� SEE CONTRACT FOR LENGTH WHITE BL LANE LINE NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE SOW ~ b= is 1' 19 WIDE LANE LINE b SEE CONTRACT FOR LENGTH J—I— REVERSIBLE LANE LINE �0'W 4�K--C DOUBLE WIDE LANE LINE WHITE m 3a m SEE CONTRACT FOR LENGTH b � C Nj yyy WIDE BROKEN LANE LINE WHITE �oZ gat W#, BARRIER CENTERLINE YaLow s a 3• _ s 3• a s a s 1I NOTES �0'�dy�ept b C 1. Dotted Extension Line shall be the same color 9tONAL�'� fi � as the line itis extending. �iFl 2. Edge Line shall be white on the right edge of 31I traveled way,and yellow on the left edge of WIDE DOTTED LANE LINE WHITE traveled way(on one-way roadways). Solid LONGITUDINAL MARKING Lane Line shall be white. PATTERNS 3. The distance between the lines of the Double STANDARD PLAN M-20.10-02 2' a T a 2' 3' a S' a S' Centerline shall be 12"everywhere,except V'for left-turn dlannelMon and narrow road- SHEET 1 OF 1 SHEET ways with lane widths Of 10 feet Or less. Local APPROVED FOR PUBLICATION C O •-� 0 Q Agendas non-state routes)may seedy a \ 4"distance for all locations. Pasco BaKotleh Ill OB-09-11 YELLOW OR WHITE WHITE The distance between the lines of the Double °L1p0f11�®' 0i4° -SEE NOTE 1 Lane Line shall 6e 4". �w.Aryen ar.MpsbiwirMRv�Fartlla� DOTTED EXTENSION LINE DOTTED LANE LINE �/ C\ GENERAL NOTE See Standard Plan M-20.10 for pattern and color requirements. 1 4" 4" 23" 4" 11" 4'• 23" 4" c 0 H 0 H c_ J TOP VIEW J TOP VIEW PERSPECTIVE VIEW L SIDE VIEW SIDE VIEW PROFILED PLASTIC FOR: CENTERLINE&LANE LINE-W=4" PROFILED PLASTIC FOR: NO-PASS LINE-W=4" (BROKEN LINE) NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE-W=4" (SOLID LINE) TWO-WAY LEFT-TURN CENTERLINE-W=4" REVERSIBLE LANE LINE-W=4" DOUBLE CENTERLINE&DOUBLE LANE LINE-W=4' WIDE BROKEN LANE LINE-W=8' /1 EDGE LINE&SOLID LANE LINE-W=4" t""1"J 1 WIDE LANELINE&WIDELINE-W=8" DOUBLE WIDE LANE LINE-W=8" 2'-0" 13'-0" BARRIER CENTERLINE-W=21" �c1"(iVP.)"(iVP.) 10•• 4• 10•• 4" 4" 21" 4•• 4'• I I � � 100TO300MILS pL� 3L 4FAI� 180 MILS MIN. 16 T030 MILS 90 MILS MIN. TOP VIEW TOP VIEWTOPVIEW DETAIL OB W SIDE VIEW SIDE VIEW SIDE VIEW DETAIL OA CENTERLINE 8 LANE LINE DOTTED LANE LINE-W=4' NO-PASS LINE 8 TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE WIDE DOTTED LANE LINE-W=8" Y 600 MILS MIN. (SOLID OR BROKEN LINE) DOUBLE CENTERLINE&DOUBLE LANE LINE PROFILED PLASTIC EDGE LINE&SOLID LANE LINE (BROKEN LINE) SECTION O SOT 23" ��1" i 1" i 0"TO 2�� TO 2�4" 0'TO 2" i 1.. i e V. i0'TO 2" i 1.. i e V. 1" i 0"TO 2" 4" — I - 1 I I I I I O I *TONAL g�G alsh,Brim Apr 16 2015 2:27 PM NOT TO SCALE TOP VIEW 166 500 MILE MIN. BOO MILS MIN. PROFILED AND EMBOSSED i 160 MILS MIN. 1/4" 1/4" 1fi0 MILS MIN. 1/4' 1/4" PLASTIC LINES w 16 T030 MILS 1WTOW.MILS 16 T030 MILS STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET O APPROVED FOR PUBLICATION m SIDE VIEW /) Apr 20 2015 10:07 AM 3 PROFILED EMBOSSED PLASTIC FOR: CENTERLINE&LANE LINE REVERSIBLE LANE LINE _ srn,E oesc eucw o (SOLID OR BROKEN LINE) NO-PASS LINE DOUBLE CENTERLINE&DOUBLE LANE LINE T we.6iesmn smro o.aamm.m e1 T.ee.penmlee TWO-WAY LEFT-TURN CENTERLINE EDGE LINE&SOLID LANE LINE �' KING COUNTY STANDARD PLANS 020002 Standard Type-A Manhole 020003 Standard Type-B Manhole 020004 Standard Type-C Manhole Reinforcing Schedule 020005 Standard T-Top Manhole - Concrete Pipe Only 020008 24" Bolt-Down Manhole Cover Detail 020016 Standard Type-C Manhole C114 Standard & Bolt Down Manhole Frame & Cover Details 20008 Bell to Bell Connection Detail Mill Creek/76th Ave. S. Culvert Improvement/Smith A - 3 January 29, 2024 Project Number: 20-3028 48"TO 24" e NOTES: 4"MIN 2'-0"0 REDUCING SLAB o o�Aoo 1. TOP HALF OF PIPE TO BE REMOVED TO 16"MAX __- �J CONTOUR OF INSIDE OF MANHOLE. BROKEN JJ� NOTE: TYP LATERAL EDGES TO BE PLASTERED SMOOTH WITH REFER TO DETAIL B MATCH CROWN CONNECTION MORTAR. TYPICAL ALL MANHOLES. FOR ALL OTHER MAN- ELEVATIONS HOLE REQUIREMENTS. 2. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478 AND THE SPECIFICATIONS, EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS TYPICAL REDUCING SLAB A FOR APPRovAL. SCALE: 1/2"= 1'-0" -- 3. ALL MANHOLE RISERS JOINTS SHALL BE RUBBER GASKET TYPE, CONFORMING TO ASTM C-443. DETAILS OF JOINTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL STANDARD 24"0 PRIOR TO FABRICATION. JOINTS AT BASE, �LOCKING FRAME SECTION GONE AND ADJUSTING RINGS SHALL BE AND COVER, SEE SCALE: 1/2"= 1'-0" � SEALED WITH MASTIC PER SPECIFICATION a2�1 SECTION 07900. CONCRETE ADJUSTING 4. PENETRATIONS OF EXISTING MANHOLES SHALL 4"MIN 2'-0"0 BLOCKS BE MADE BY CORE DRILLING AND USE OF A 18"MAX ECCENTRIC CONE "KOR-N- SEAL" FLEXIBLE WATERTIGHT RUBBER BOOT, OR BY LINE DRILLING AND o GROUTING PIPE IN PLACE WITH NON-SHRINK GROUT. EXTRA PRECAUTIONS ARE REQUIRED TO ENSURE GROUTED PENETRATIONS ARE PRE-CAST SECTIONS LEAK FREE. W/ RUBBER GASKET --6" ® JOINTS (TYP) 5. ALL 12" THRU 24" CONNECTION OF NEW POLYPROPYLENE } MANHOLES SHALL BE INSTALLED WITH A ENCAPSULATED STL -- --- x "KOR-N-SEAL" FLEXIBLE WATERTIGHT RUBBER MANHOLE STEP BOOT. CONNECTIONS GREATER THAN 24" NOTE 1 (TYP) SHALL BE GROUTED IN PLACE, PER NOTE 4. ? SHELF (TYP) __ __ TYP LATERAL 6. ELIMINATE 2' BY 4' PRECAST CONE SECTION 7F 0 t _ CONNECTION ON MANHOLES LESS THAN 11' DEEP TO 0 4'-0"0 w CROWN OF SEWER. BEFORE 5"MIN REDUCING T w ___ _ _- DEPTH OF A 4' OR 6' CIRCULAR MANHOLE, USE REDUCING SLAB FOR SUPPORTING SLOPE Y' IN 12' ----y- - ADJUSTING BLOCKS. 7. ALL JOINTS EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. w � ' J �O 6" MINIMUM CRUSHED , .�. ROCK W/ PORTLAND 0 CEMENT 8" THRU 21" DIA PIPE BASE - PLAN MODIFIED MIN MAX OF ADJUSTING BLOCKS JUN 09 GLH TYPICAL TYPE-A PRECAST MANHOLE B TYPICAL CONNECTION DETAIL D DELEATED NOTE SAYING TO GROUT AT PIPE MAR 09 GLH SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" -- REDUCED MIN DEPTH OF ADJUSTING BLOCKS JAN 07 GLH DIS-ALLOWED LINE DRILLING OF EXISTING MH JAN 07 GLH on1E: oRawn: King County 12/9/96 DJB Department of Natural Resources Water STANDARD TYPE—A MANHOLE DWGFILr No L9 K111gCOYAY Treatment Division 020002 DEFLECTION OFFSET X — 36",42",48" ID ANGLE (0) DIP RCP NOTES: LESS THAN 35' 0" 0" 35' TO < 55' 3" 2" 55' TO < 75' 6" 4" 1. REFER TO SPECIFICATION SECTION 02605 75' & LARGER loll 8" UTILITY STRUCTURES FOR MANHOLE STANDARD 24" LOCKING�\ REQUIREMENTS. FRAME & COVER, SEE r USE 84" DIAMETER MANHOLE FOR 48" RCP >75° ,�'� 2. BASE REINFORCING: 0.35 SQUARE INCHES/LINEAR FOOT IN BOTH DRECTIONS. io CONCRETE ADJUSTING BLOCKS MINIMUM YIELD STRENGTH = 60,000 PSI. 8"MIN 2'-0" ECCENTRIC CONE _ I 3. TOP HALF OF PIPE TO BE REMOVED TO CONTOUR 16"MAX 3„ I OF INSIDE OF MANHOLE. BROKEN EDGES TO BE PLASTERED SMOOTH WITH MORTAR. TYPICAL ALL MANHOLES. o N ro < 4. ELIMINATE 2' BY 4' PRECAST CONE SECTION ON MANHOLES LESS THAN 11' DEEP TO CROWN OF 4'-0" PRE—CAST SECTIONS CENTER OF MH SEWER. BEFORE REDUCING 7' DEPTH OF A 4' OR (OPTIONAL) SEE NOTE 3 BASE 6' CIRCULAR MANHOLE, USE REDUCING SLAB FOR 6" (TYR) SUPPORTING ADJUSTING BLOCKS. ' 5. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478 AND THE SPECIFICATIONS, EXCEPT 41 ,` WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. POLYPROPYLENE - + } 6. ALL MANHOLE RISERS JOINTS SHALL BE RUBBER �, ENCAPSULATED STL _ �� GASKET TYPE, CONFORMING TO ASTM C-443. MANHOLE STEP i DETAILS OF JOINTS SHALL BE SUBMITTED TO THE i ENGINEER FOR APPROVAL PRIOR TO FABRICATION. JOINTS AT BASE, CONE AND ADJUSTING RINGS CROWN OF PIPE 1 SHALL BE SEALED WITH MASTIC PER w CHANNEL SHELF SLOPE SPECIFICATION SECTION 07900. o 6'-0"ID 7" N 12 (TYP) 7. PENETRATIONS OF EXISTING MANHOLES SHALL BE w MIN PI OF PIPES AND MADE BY CORE DRILLING AND USE OF A "KOR—N— �` STATION POINT SEAL" FLEXIBLE WATERTIGHT RUBBER BOOT. 8. ALL 12"THIRD 24" CONNECTION OF NEW MANHOLES SHALL BE INSTALLED WITH A "KOR—N—SEAL" FLEXIBLE WATERTIGHT RUBBER BOOT. CONNECTIONS BASE - PLAN A GREATER THAT 24" SHALL BE GROUTED IN PLACE, SCALE: 1/2"= 1'-0" -- PER NOTE 7. —O — +?`.ie' 0 9. ALL JOINTS EXCEPT PIPE JOINTS, SHALL BE a. CONCRETE ADJUSTING MORTAR FILLED. _ BLOCKS 72"TO 24" 10. SHALLOW MANHOLES REQUIRING THE MANHOLE FRAME °' ! >;::•r+: Yf:"`- REDUCING SLAB TO BE PLACED DIRECTLY ON THE REDUCING SLAB, THIS DIMENSION SHALL BE 24"0. 9" MINIMUM PRECAST 26" BASE SECTION, SEE 11. BELLS SHALL BE CAST INTO PRECAST MANHOLE NOTE 2 BASE BY MANHOLE MANUFACTURER. 6" MINIMUM CRUSHED ROCK W/ PORTLAND SEE NOTE 10 24" THRU 48" DIA PIPE CEMENT TYPICAL TYPE-B PRECAST MANHOLE 1 TYPICAL REDUCING SLAB B REDUCED MIN DEPTH OF ADJUSTING BLOCKS JAN 07 1 GLH SCALE: 1/2"= 1'-0" -- SCALE: 1/2"= 1'-0" -- DIS—ALLOWED LINE DRILLING OF EXISTING MH JAN 07 GLH RAISED CHANNEL SHELF TO CROWN OF PIPE JUN 01 GLH oaavm King County 12/10/96 DJB Department of Natural Resources Water STANDARD TYPE—B MANHOLE G/FlUE NO Ki11g LQ rit Treatment Division 020003 DIMENSIONS AND REINFORCING STEEL FOR STANDARD TYPE-C MANHOLES CONCRETE DIMENSIONS REINFORCING BARS PIPE DEPTH BOTTOM SLAB SIDE WALLS TOP SLAB DIA OF (ID) INVERT T W U V S R X Y Z A B E F G 0 NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH NO.&# LENGTH 54" 10' 30' 6. 6" 7' 4" 12" 14" 12" 8" 8 #5 4' 11" 6 #4 6' 1" 18 #5 4'-11" 10 #4 6'-11" 3 #5 4' 11" 4 #5 6' 1" 2 #5 3' 10" 2 #5 3' 1" 4 #5 17' 7" 31-50, 6'-6" 7'-7" 12" 14" 15" 8" 1 9 #6 4-11„ 6 #4 6'-1" 22 #5 4'-11" 10 #4 7'-2" 3 #5 4-11» 4 #5 6'-1" 2 #5 3'-10" 2 #5 3'-1" 4 #5 17'-7" 10' 30' 6, 9" 7' 7" 12" 14" 12" 8" 8 #5 4' 11 6 #4 6' 4" 20 #5 4'-11" 10 #4 7' 2" 3 #5 4' 11 4 #5 6' 4" 2 #5 4' 2" 2 #5 3' 1" 4 #5 18' 6" 57" 31'-50, 6'-9„ 7-10" 12" 14" 15" 8" 9 #6 4-11„ 6 #4 6'-4" 22 #5 4'-11" 10 #4 7'-5" 3 #6 4'-11" 4 #5 6'-4„ 2 #5 4'-2" 2 #5 3'-1" 4 #5 18'-6" 60" 10'-30' 7'-0" 7'-10" 12" 14" 12" 8" 9 #5 4'-11" 6 #4 6'-7" 20 #5 4'-11" 10 #4 7'-5" 4 #5 4'-11" 4 #5 6'-7" 2 #5 4'-6" 2 #5 3'-1" 4 #5 19'-5" 31'-50, 7-0" 8'-1" 12" 14" 15" 8" 10 #6 4-11" 6 #4 6'-7" 24 #5 4'-11" 10 #4 7'-8" 4 #6 4'-11" 4 #5 6'-7" 2 #5 4'-6" 2 #5 3'-1" 4 #5 19'-5" 63" 10'-30' 7'-3" 8'-1" 12" 14" 12" 8" 9 #5 4'-11" 6 #4 6'-10" 22 #5 4'-11" 10 #4 7'-8" 4 #5 4'-11" 4 #5 6'-10" 2 #5 4'-10" 2 #5 3'-1" 4 #5 20'-4" 31'-50' 7'-3" 8'-4" 12" 14" 15" 8" 10 #6 4'-11" 6 #4 6'-10" 24 #5 4'-11" 10 #4 7'-11" 4 #6 4'-11" 4 #5 6'-10" 2 #5 4'-10" 2 #5 3'-1" 4 #5 20'-4" 66" 10'-30' 7'-6" 8'-4" 12" 14" 12" 8" 10 #5 4'-11" 6 #4 7'-1" 22 #5 4'-11" 10 #4 7'-11" 5 #5 4'-11» 4 #5 7'-1" 2 #5 5'-3" 2 #5 3'-1" 4 #5 21'-3" 31'-50, 7'-6" 8'-7" 12" 14" 15" 8" 11 #6 4'-11" 6 #4 1 7'-1" 26 #5 4'-11" 10 #4 8'-2" 5 #6 4'-11" 4 #5 7'-1" 2 #5 5'-3„ 2 #5 3'-1" 4 #5 21'-3" 69" 10'-30' 7'-9" 8'-7" 12" 14" 12" 8" 10 #5 4'-11" 6 #4 7" 4" 24 #5 4'-11" 10 #4 8'-2" 5 #5 4'-11" 4 #5 7'-4" 2 #5 5'-7, 2 #5 3'-1" 4 #5 22'-2" 31'-50' 7'-9" 8'-10' 12" 14" 15" 8" 11 #6 4'-11' 6 #4 7'-4" 26 #5 4'-11" 10 #4 8'-5" 5 #6 4'-11" 4 #5 7'-4" 2 #5 5'-7" 2 #5 3'-1" 4 #5 22'-2" 72' 10'-30, 8'-0" 8'-10" 12" 14" 12" 8" 10 #5 4'-11" 6 #4 7'-7, 24 #5 4'-11" 10 #4 8'-5" 6 #5 4'-11" 4 #5 7'-7" 2 #5 5-11" 2 #5 3'-1" 4 #5 23'-1" 31'-50' 8'-0" 9'-1" 12" 14" 15" 8" 12 #6 4'-11" 6 #4 7'-7' 28 #5 4'-11" 10 #4 8'-8" 6 #6 4'-11" 4 #5 7'-7" 2 #5 5'-11" 2 #5 3"-1" 4 #5 23'-1" 78" 10'-30, 8'-8" 9'-7" 13" 15" 14" 12" 10 #5 5'-7, 6 #4 8'-3„ 30 #5 5'-7, 12 #4 9'-2" 6 #5 5'-7" 4 #5 8'-3" 2 #5 7'-3„ 2 #5 3'-8" 4 #5 24'-11" 31'-50' 8'-8" 9'-8" 13" 15" 15" 12" 12 #6 5'-7" 6 #4 8'-3" 30 #5 5'-7' 12 #4 9'-3" 6 #6 5'-7" 4 #5 8'-3" 2 #5 7'-3" 2 #5 3'-8" 4 #5 24'-11" 84" 10'-30, 9'-2" 10'-1" 13" 15" 14" 12" 10 #5 5'-7" 7 #4 8'-9" 32 #5 5'-7' 12 #4 9'-8" 7 #5 5'-7" 4 #5 8'-9„ 2 #5 7'-11" 2 #5 3'-8" 6 #5 26'-9" 31'-50' 9'-2" 10'-2" 13" 15" 15" 12" 12 #6 5'-7" 7 #4 8'-9" 32 #5 5'-7' 12 #4 9'-9" 7 #6 5"-7,• 4 #5 8'-9„ 2 #5 7'-11" 2 #5 3'-8" 6 #5 26'-9" 90" 10'-30' 9'-10" 10'-9" 14" 16" 14" 12" 10 #5 5'-7" 7 #4 9'-5" 26 #6 5'-7" 12 #4 10'-4" 7 #5 5'-7" 4 #5 9'-5" 2 #5 7'-11" 2 #5 3'-10" 6 #5 28'-7" 31'-50' 9'-10" 10'-10" 14" 16" 15" 12" 12 #6 5'-7" 7 #4 9'-5" 26 #6 5'-7' 12 #4 10'-5" 7 #6 5'-7" 4 #5 9'-5" 2 #5 7'-11" 2 #5 3'-10" 6 #5 28'-7" 9 6" 10'-30' 10'-4" 1V-3" 14" 16" 14" 12" 11 #5 5'-7" 7 #4 9'-11" 28 #6 5'-7" 12 #4 10'-10" 8 #5 5'-7" 4 #5 9'-11" 2 #5 7'-11" 2 #5 3'-10" 6 #5 30'-5" 31'-50' 10'-4" 11'-4" 14" 16" 15" 12" 13 #6 5'-7" 7 #4 9'-11" 28 #6 5'-7" 12 #4 10"-11" 7 #6 5'-7" 4 #5 9'-11" 2 #5 7'-11 2 #5 3'-10" 6 #5 30'-5" 102» 10'-30' 11'-0" 11'-10" 15" 17" 14" 12" 11 #5 5-7" 7 #4 10'-7" 32 #6 5'-7" 12 #4 11'-5" 10 #4 5'-7" 4 #5 10'-7" 2 #5 7'-11" 2 #5 3'-10" 6 #5 32'-3" 31'-50' 11'-0" 11'-11 15" 17" 15" 12" 14 #6 5'-7" 7 #4 10'-7" 32 #6 5'-7" 12 #4 11'-6" 8 #6 5'-7" 4 #5 10'-7" 2 #5 7'-11" 2 #5 3'-10"1 6 #5 32'-3" 10'-30' 1V-6" 12'-4" 15" 17" 14" 12" 12 #5 5-7" 5 #5 11'-1" 36 #6 5'-7" 14 #4 11'-11" 11 #4 5'-7" 4 #5 11'-1" 2 #5 7'-11" 2 #5 3'-11" 6 #5 34'-1" 08» 31'-5C' 11'-6" 12'-5" 15" 17" 15" 12" 14 #6 5'-7" 5 #5 1 V-1" 36 #6 5'-7" 14 #4 12'-0" 9 #6 5'-7" 4 #5 11'-1" 2 #5 7'-11" 2 #5 3'-11" 6 #5 34'-1" 10'-30' 12'-8" 13'-6" 16" 18" 14" 12" 13 #5 5'-7" 5 #5 12'-3" 42 #6 5'-7" 14 #4 13'-1" 12 #4 5'-7" 4 #5 12'-3" 2 #5 7'-11" 2 #5 4'-1" 6 #5 37'-9" 20" 31'-50' 12'-8" 13'-7" 16" 18" 15" 12" 15 #6 5'-7" 5 #5 12'-3" 42 #6 5'-7" 14 #4 13'-2" 11 #6 5'-7" 4 #5 12'-3" 2 #5 7'-11" 2 #5 4'-1" 6 #5 37'-9" 10'-30' 13'-10" 14'-8" 17" 19" 14" 12" 16 #5 5'-7" 6 #5 13'-5" 50 #6 5'-7" 16 #4 14'-3" 13 #4 5'-7" 4 #5 13'-5" 2 #5 7'-11" 2 #5 4'-2" 6 #5 41'-5" 32' 31'-5C' 13'-10" 14'-9" 17" 19" 15" 12" 16 #6 5'-7" 6 #5 13'-5" 50 #6 5'-7" 16 #4 14'-4" 12 #6 5'—7" 4 #5 13'-5" 2 #5 7'-11" 2 #5 4'-2" 6 #5 41'-5" 10'—30' 15'-0' 15'-1O' 18" 20" 14" 12" 15 #5 5'-7" 6 #5 14'-7" 40 #7 5'-7" 16 #4 15'-5' 14 #4 5'-7" 4 #5 14'-7" 2 #5 7'-11" 2 #5 4'-3" 6 #5 45'-1" 144' 31'-50' 15'-0" 15'-11 18" 20" 15" 12" 17 #6 5'-7" 6 #5 14'-7» 40 #7 5'-7" 16 #4 15'-6" 13 #6 5'—7" 4 #5 14'-7" 2 #5 T-11" 2 #5 4'-3" 6 #5 45'-1» once: Draws: King County 12/10/96 DAB Department of Natural aesoume=Water STANDARD TYPE-C MANHOLE REINFORCING SCHEDULE °wG""`N° King County Treatment Division 020004 -0 0 48" TO 24" 8" 2MIN REDUCING SLAB 02© 16"MAX 10 NOTE: REFER TO SECTION 1 FOR ALL OTHER MAN— HOLE REQUIREMENTS. TYPICAL REDUCING SLAB B SCALE: 1/2— 1'-0" -- STANDARD 24"0 LOCKING 3 #6 x 7'-0" @ 3" OC TYPICAL BOTH SIDES FRAME AND COVER, SEE o20001' I I 2—0 0 CONCRETE ADJUSTING BLOCKS 8"MIN 16"MAX ECCENTRIC CONE 3" I of 6 z.. 4' 0"0 PROVIDE ADJUSTMENT RINGS #6 x 9'-6" @ 4" OC CIRCUMFERENTIAL AS REQUIRED W/ RUBBER T j BARS EACH SIDE OF GASKET @ JOINTS N1 RISER � I POLYPROPLENE ENCAPSULATED /F STEEL MANHOLE STEP z CONCRETE GRAFT, INTERFACE 3"# x O ®OC TYPICAL o } AREA SHALL BE CLEANED AND BOTH SIDES COATED W/ EPDXY BONDING .I COMPOUND (TYP) -�,� 4 #6 x 9'-6" @ 4" OC CIRCUMFERENTIAL r-L------------- _ BARS EACH SIDE OF RISER 48" T—TOP MANHOLE PLAN A SCALE: 1/2 1'-0" 54" THRU 144" DIA PIPE TYPICAL T—TOP MANHOLE 1 SCALE: 1/2"= r-0" REDUCED MIN DEPTH OF ADJUSTING BLOCKS JAN 07 GLH °nTE: °ruwN: King County — 12/9/96 DJB Department of Natural Resources Water STANDARD T-TOP MANHOLE CONCRETE PIPE ONLY °w°""`N°- King County Treatment Division 020005 1/2" WEB (8 AT 45') q DRILL&TAP:%"UNC ON 120 DEGREES (TYP 3 PLACES) / 03331 �233i4„ 3"LETTERS,SAME SECTION AND DIMENSION AS CLEATS Y o�o�0 0 0 0 0 0 FOR 5/"-11 UNC x 1/ ["SS SOCKET 0 . ET HEAD CAP SCREW(3 REQ'D.) o Oo BOLT DOWN 0 °off °off °00 MANHOLE FRAME g 01 PLAN 1 0=Uoc=o000 � a000 � Y SCALE: 3/4"=1'-0" l�jLETTERING /�y P p o S P BOLT DOWN MANHOLE COVER PLAN 2 SCALE: 3/4"=1'-0" 26 �� I 23 3/4" 25" I 33 3/4" T BOLT DOWN N1 �— 21/2„'7� MANHOLE COVER ASSEMBLY BOLT DOWN SECTION A MANHOLE COVER SCALE: 3/4"=T-0" SECTION B SCALE: 3/4"=1'-0" BOLT CONNECTION DETAIL 3 SCALE: 3/4"=1'-0" 24" BOLT-DOWN MANHOLE COVER 020008 DETAIL DESIGNED/DRAWN: DEPARTMENT OF NATURAL RESOURCES&PARKS DATE: G. HOSEA WASTEWATER TREATMENT DIVISION APRIL 2013 CHECKED: STANDARD DETAILS-DIVISION 2-SITE CONSTRUCTION DETAIL NUMBER: R.WARD 020001-020099 MANHOLES DESIGN ENGINEER: 24" BOLT-DOWN 020008 King County o SBROWoEL: MANHOLE COVER R.BROWNE DETAIL SHT NO / TOTAL REV O 1 / 1 No: 1 'R BARS SPIGOT END WITH Y BARS (TYR) Z BARS —— ——— ACCEPTABLE R-4 S BARS .J JOINT RISER SHAFT SHALL BE R BARS STANDARD MANHOLE TYPE—A FLEXIBLE JOINT •r— —i•—•fi WITHOUT BASE, SEE Q SEE DETAIL 020002 I I -- I I X BARS - 1 S BARS e I I m ¢w Y BARS T BARS m da cn `n 45• '• I . ---- — — ------- �i E _ w •°� 3" W BARS 3" Z BARS, SEE X BARS (TYP) a _,`�. NOTE 5 EQUAL SPACES ' a1 a � I,• � °�. 4 0 • BARS f #5 x 1'-3" HOOP .'j' - !.• SPACERS © 15" OC a N \ W BARS 2 1/2" SECTION 2 TYPE MANHOLE PLAN A m �•�' - f SCALE: 1/2"— 1-0" -- SCALE: 1/2— 1'-0" NOTES: o - 1. ELIMINATE 2' BY 4' PRECAST CONE SECTION ON TYPE—A AND TYPE—C MANHOLES LESS THAN 11, DEEP TO CROWN OF SEWER. BEFORE REDUCING 7' DEPTH OF 4' OR 6' CIRCULAR MANHOLE SECTIONS, USE T BARS EQUAL SPACES REDUCING SLAB FOR SUPPORTING ADJUSTING BLOCKS. SEE NOTE 6 2. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478 EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. A 3. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. 4. ANY METAL SURFACE OF THE TYPICAL FLEXIBLE JOINT NOT PERMANENTLY EMBEDDED IN CONCRETE SHAOS OF COL TAR ENA 54" THRU 144" DIA PIPE PIITL CHBEM BTARSET,LAST CLEANED OR ENERTOL CPDXITAROATED WITO 15TH 2 CMIALT MINIMUMATHICKNESS.MEL, EPDXY RESIN COATING, TYPICAL TYPE—C CIP MANHOLE 1 5. TABLE GIVES REQUIRED CIRCUMFERENCE LENGTH. LAP 24d FOR ALL SPLICES. SCALE: 1/2"= 1-0" -- 6. WHERE T BARS ENCROACH ON JOINT SLEEVE, BEND DOWN AS INDICATED AND ADD LENGTH AS REQUIRED. THIS NOTE ALSO APPLIES TO U BARS. 7. REFER TO MANHOLE REINFORCING SCHEDULE ON DRAWING 020004. F oruwNKing County 1G/s6 DJB epartment of Natural Resources Water STANDARD TYPE-C MANHOLE LE No: King County Treatment Division 020016 /z 35'01/2'WED(6 AT 45') 3°LETTERS,SAME LIFT L ING HOLE P 3 : UNC SECTION AND DIMENSION RED.T ON120 DEGREESES AS CLEATS RELEASE CAMS 1 5/e' (TW 3 PLACES) CAM LOCKS 3 SEGMENTS WHERE S ARE PLACED CLATS 1'(IN SEGMENTS WHERE CAM 3/6°HIGH, LOCKS ARE NOT PLACED) _ 1//44"WIDE AT TOP, q33 3 3 WIDE AT BASE, 1J 2"LONG DUCTILE IRON Oo DLOOK Ooo ( )0O POSITION 35 _ �_ . C Q ow' A. 00 0 0 0 26-9/16 24'0 0 I BOLT-DOWN LETTERING 0 p 0 FRAME COVER MANHOLE FRAME 3'LETTERS,SAME \ SECTI N AND SECTION ) SECTIQN 3 P�`N C e DIMENSION AS CLEATS SCALE NONE SCALE:NONE SCPLE NONE 11 1 FOR%"-11 UNC x 1y"' Q SOCKET HEAD CAP FRAME & COVER SS SCREW(3 REQ'D.) PLAN NarvE A z. 1/a'AP cLEATs �� °OY EVEN �OaOdU� 1-3/8-0 HOLE I / 26 R6° iETTERINc n'ED p5P-P 3 REQUIRED BOLT-DOWN 6a 1/D. 3,32. wEz" %� _g - MANHOLE COVER TW MACHINE eDTH TAPER D "' 1/4' PLAN D q j SURFACES C 1/8 1"0 LIFTING HOLE I 23 3/4 I SCALE:NONE -- % (02 REQUIRED,ONA ® CAM LOCK MH FRAME OSITE EDS) HOLE FOR STAINLESS 3 REQUIRED 3/4'M + STEEL COTTE BOLT DOWN EACH END R MANHOLE FRAME 1za IP 12a 1 1/z`EEROUR PIN nl/2 1/a' SECTION 5 \\ TW SALE:NONE UNDERSIDE OF COVER FRAME & COVER LOCKING CAM C ALE: E N SAE:NONE SCALE NE -4 BOLT BOLT-DOWN NONE B DETAIL E MANHOLE COVER _ SALE:NONE CECTIO NE 6- ALE STANDARD MANHOLE COVER BOLT DOWN MANHOLE COVER USED ON MH R07-26&MH R07-27 USED ON MH R07-28 DEPARTMENT ES&PARKS xrn2ue[R SE-E INTERCEPTOR x ya PIPE REPLACEMENT do asrSRe STANDARD BOLT DOWN C114 King County MANHOLE DFRAM & COVER 6" ROUGHEN SURFACE #4 HOOP LAP 1'-10" MIN. T & B ° zz NON-SHRINK a ° GROUT FILL ° d ALL AROUND d ° ° ° . . • , ° JOINT 41 a MASTIC d 8 ° a 1'-0" d °°. °° a a #4 REBAR a ° @ 8" O.C. A.A. ' DRILL & EPDXY INSIDE FACE OF ° a 3" EMBEDMENT MAINTENANCE ° d d . a° d T & B HOLE °° a 1%2" 1%2" CLEAR 4,000 PSI MIN. CONCRETE "LOCKING RING" TYP. ALL AROUND BELL TO BELL CONNECTION 20008 DETAIL DESIGNED/DRAWN: DEPARTMENT OF NATURAL RESOURCES&PARKS DATE: K.MARTINEZ WASTEWATER TREATMENT DIVISION JUNE 2018 CHECKED: STANDARD DETAILS-DIVISION 2 DETAIL NUMBER: 020001-020008 MAINTENANCE HOLES DESIGN ENGINEER: BELL TO BELL 20008 King County SS DESGNO APPROVAL: CONNECTION DETAIL BHT NO I TOTAL REV O R.BROWNE 1 / 1 NO: TRAFFIC CONTROL PLANS Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 4 January 29, 2024 Project Number: 20-3028 www.invarion.com 76TH AVE MILL CREEK PROJECT TRAFFIC CONTROL PLAN PHASE 3/SOUTHBOUND ONLY TRAFFIC CITY OF KENT NORTHBOUND HALF ROAD CLOSURE DETOUR ROUTE SHEET TCR01 S 212TH ST S 212TH ST TO:21R ST = TO:o.21 ST L, < M4-9 m j y W M4-9 Oa 1 W = 2 � SEE SHEETS TCRID2-TCR05 171 �^ FOR CLOSURE DETAILS rn N V N u � w ° D S 224TH ST o is z s sot m u EnS 228TH ST (-..- S 228TH ST A 1 2 m N Date:8-2212023 Author:Darlene Dcrr,Traffl,Control Supan,iser TCS CERT.ES200148 Legend CI PREFERRED TC:Certified Traffic Carrel Plan(DO NOT ALTER) 9 Comments C 144-9 detour W General Requirements NOT TO SCALE _ 1,At signs and spacing to conform to the MUTCD and City ofCOVINGTON ""CUSTOM PLAQUE/TO:S 212 ST requirements, 8-22/2023 I Channelong iteviices are 28'traffic coneswith ratio reflective material, Do rl sure Durr CUSTOM SIGN DOUBLE ARROW DETOUR 3.All atgns are 48 X 4B'B/O unless othenNlse specified. TOD 4 CDC 000148 [�"' M4-9 detour(R) Phone 253-737-5198 4,Alert affected local residents antl businesses. darlene.durr@hotmall.arm a.Crew is required to leave a minimum ll'for lane Width. WORK AREA 6 ,Work hour e ill be DETERMINED BY CIT. Dowle+win-wY www.invarion.com 76TH AVE MILL CREEK PROJECT TRAFFIC CONTROL PLAN CITY OF KENT PHASE 3/SOUTHBOUND ONLY TRAFFIC MATCH SHEET TCP.03-TCP.05 NORTHBOUND HALF ROAD CLOSURE NN ROAD CLOSURE SIGNAGE SHEETTCP.02 0� o ally h II s O SEE SHEET TCP.01 fA FOR DETOUR ROUTE W Q F T. Rll-4 4 R w=0 4 la WZO-2 W20-3 a S 228TH ST - - - - - - -- - - - - - - - -FW2.-2 — — s r r — — —_ —_ —_ — S 228TH ST r r � W20-3 Legend h RM Barrier ili flf R11-4 road closed to thru traffic SIGN SPACING=X(11 RURAL HIGH—es ED les MPH 9aC± M4-10D Detour Double Arrow 1 RURAL ROADS 45155 MPH SOVf �o W20-3 road closed ahead t �., RURAL ROAD9 9 UN9AN ARTERAL9 35 l49 MPH 35n'x W20-2 detour ahead \ RURAL ROADS.URBAN ARTERIALS. 2113D MPH —(2) RESIDENTIAL 8 BUSINESS DISTRICTS O PORTABLE CHANGEABLE MESSAGE SIGN URBAN SPACING 25 MPH OR LESS tosx(2) (HALL SPACING MAY DE ADAlSTED TO AGCOMMOOATE INTERSECTIONS AND DRIVEWAYS, THIS SPACING IMY SE REDUCED IN URBAN ARFJS TO FIT ROAoETau" THIS SPA ING MAIDRG. es 9 � F W20-z MESSAGE_DAYS MESSAGEAFTER Date:814 212 0 2 3 Author:Darlene Darr Traffic Control Supervisor TCS CERT.ES2000148 PRIOR TO WORK START DATE WORK COMMENCES PREFERRED TC:Certified Traffic Control Plan(DO NDT ALTER) Comments: PCMS PCMS General Requirements NOT TO SCALE I 1 2 1 2 q P and of KENT 76 PAVES DATES 76 AVE5 LOCAL 8/22/2023 - =wseo ��Ih rtnn�lhlntl devices ratio reflective materiel, Darlene Durr, XE° WILL BE AND CLOSED ACCESS s to conform to the MUTCDan _ requirement, I q e traffic coneSNllh re CLOSED TIMES AHEAD ONLY 3.All signs afe 48 X 48'BIO unless othery ses specified. TOG#E62 37-519 wzo-s affected local residents Phone 253-737-6198 35 2.0 ITS 2.0 SEC 2.0 SEC 2.0 SEC d a rlene.d u rr@hatma i I.— PCMS FIELD LOCATE FIELD LOCATE J.^raw is required to lave a minimum lVer lane Wltlth. 5,hob hourswill he DETERMINED BY CITY. VOWU41XiV I www.invarion.com 76TH AVE MILL CREEK PROJECT TRAFFIC CONTROL PLAN PHASE 3/SOUTHBOUND ONLY TRAFFIC CITY OF KENT NORTHBOUND HALF ROAD CLOSURE comments: THIS IS TO REMOVE DRIVEWAYS AND PLACE TWO BRIDGES AND WORK AREA PART 1 RESTORE AS REQUIRED.. 35 SHEET TCP.03 THIS IS A HALF ROAD CLOSURE OF NORTHBOUND TRAFFIC. TRAFFIC DETOURED AT S 228TH ST TO 68TH AVE S&S 212TH ST AND TO 84TH AVE S&S 212TH ST. SIDEWALK REMAINS ACCESSIBLE ADJACENT TO WORK AREA. N TRANSCO NW COORDINATE WITH PROPERTY OWNER FOR DRIVEWAY CLOSURE. ♦N ACOUSTICAL SAIA LTL WORK AREA 00 DESIGN INC WORK AREA +/_ _ +/_28'X+/_315' FREIGHT EMJ METALS 28'X+/_31M BLUE ORGIN t'(A wolsno.. woLsro.. MILL CREEK 1 [�] 0 O O O _D 350' =3 a — H 1 na Buz uz L/2 1- 3sD� I L X. --76TH AVE S �• - - - - - ••F- - -r - - - - - - _- - - 76TH AVE S rn— - - - - - :�.�.�.�.� �.... - - - - - - - - - - - - - - - - - - L/2+•I-.L/2 • y 1 P. I N Q ® o WORKAREA ~ N - +/-28'X+/-385' WORK AREA Si "CUSTOM "CUSTOM "CUSTOM N N i FED EX REPUBLIC BAY INSULATION N n ueanaa GROUND SERVICES SUPPLY OF WA JEID-WEN clly"rxam En9�naas rn@AlualN phuetl to atl�ualelywam publlu Legend NOTE: CONES 1.Notify local emergency services of closure times,date&detour route prior to closure. o M4-0D Detour Double Arrow 2.Notify King County Metro of closure as necessary. ®I R3-1 no right turn Qj R5-1 R5-1 SIGNAGE PLACED PRIOR TO WORK AREA R11-2 road closed R11-2 AS NEEDED FOR OPEN TRAFFIC LANES. ONE LANE TWO WAY TAPER 50'MIN/100'MAX N OTTO$CALE Taper -zin6Dev Os /CM1ere mat r Innoea�eau:ee ROAD CLOSED AHEAD/NO ACCESS T05212TH ST Meyn&smkmg antlsnoumerncer ngrbs ana rvumberolf cnanne rzx ® 8 23 BUMP Iw hln6ron onl WORK AREA Darlene Dur �1(All ml imumzlTT TCS#Iarri,ES2000148 WS-15 WS-24 W21-1]Ul W8-] We-1 Phone 211_737-5198 Date:81'2712C23 Author:Darlene Durr Traffic Control Supervisor TCS CERT.ES2000148 darlene durr®hotmall.cam xFn x.roNala..N.a°xM�a 6.+x.. .NA s mm 17— PREFERRED TC:Certifed Traffic Control Plan(DO NOT ALTER) SIGN SPACING.% 7 a0 )° sa5 a )5 sag a so m m 3 DAx j��•Y I1 m 1. 6 55 4 115 6a d 65 m J5 3 CommeRifi: RURAL HIGNWAYS 6D 165 MPH 801 165. 5General Requirements CHAII-1—DEVICE SPACING(FEET/ all—ROADB 46155 MPH SW± aS m5 6 1. 5 2m 1 115 5 a5 )1.Al si He and spacingto conform to the MUTCC and Cl[y of DENT RURAL ROADS 6 URBAN ARTERALS 11 l.0 MPH l50's d5 45D t6 215 9 M5 1e I50 9 "1 10 45 150 4MPH TAPER TANGENT25 130 MPH WY±(2) 5a Sao 14 a5a SD 15 2)5 a 00 9 5a aRESOENrAL 6 BUSINESS DISTRICTS2.Channellzingdevicessre 20iraBlc conesrlith-afro reflectIve material 50nD ao so w sso a ns a soy 1s ms 9 no s ss 16s3.Alls/grS are 48 X 48'BIO unless O ren�1 specified. URBAN STREETS 25 MPH OR LE56 100'±I2)35/45 3U 60 60 600 16 300 9 66a to a3a 9 asa 10 60 a00 6 4.Alert affected local residents and businesses. 25/3D 20 40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 65 — 1) Jm 9 )15 19 3)a D I90 11 65 )20 ) AND DRIVEWAYS. )0 I00 19 a50 1a ))0 2a a65 11 4a0 12 )0 ]35 ) J.�S,,Ie requited toladVeaminlmum ll'forldne Width. I21 TN5 SPACING.. BEREDUCEDIN URBAN AREAS TO FIT8.'Nork hourswll be DETERMNIED BY CITY. NDITpNS. lil www.invarion.com 76TH AVE MILL CREEK PROJECT TRAFFIC CONTROL PLAN PHASE 3/SOUTHBOUND ONLY TRAFFIC CITY OF KENT NORTHBOUND HALF ROAD CLOSURE comments: WORK AREA PART 2 THIS IS TO RAISE ROADWAY TO GRADE. 35 THS S A HALF ROAD CLOSURE OF NORTHBOUND TRAFFIC. SHEET TC P.04 TRAFFIC DETOURED AT S 228TH ST TO 68TH AVE S&S 212TH ST AND TO 84TH AVE S&S 212TH ST. SIDEWALK REMAINS ACCESSIBLE ADJACENT TO WORK AREA. TRANSCO NW COORDINATE WITH PROPERTY OWNER FOR DRIVEWAY CLOSURE. N 00♦N ACOUSTICAL SAIA LTL WORK AREA DESIGN INC FREIGHT +/-28'X+/-725' BLUE ORGIN = wolsno.. EMJ METALS ♦(p wolsno.. woisno.. -Gov MILL CREEK wo3snO.. wo3sno.. a. ..w,,. wm D a ;__< a3b 350 _ � i ` z-1Ta �uz��Lrz vz 3so' m 76TH AVE S - - ' - - - i'r' - - - - - - - - - - ••r 76TH AVE S — - - - - - - -y- - - - - �- - - - -• - f •_ y M y y - - - - - - - L!2 L/2 • _ ® .� ® O F1N� WORKAREA =¢^`w� WORKAREA = +/-28'X+/-315' "cusTOM "cuSTOM +/-28'X+/_300 N ' ~ N i "CUSTOM FED EX REPUBLIC BAY INSULATION GROUND SERVICES SUPPLY OF WA JEID-WEN NOTE: Legend 1.Notify local emergency services of closure times,date&detour route a"a"banee prior to closure. a •CONES icg,ally pla aeturtelywam turn, P va��I��rnmlo u.`� 2.Notify King County Metro of closure as necessary. R3-1 no right turn J R5.1 R5-1 S N PLACED PRIOR WORK AREA R11-2 road closed R11-2 AsS NEEDED FOR OPEN TRAFFIC LANES. ONE LANE TWO WAY TAPER 50'MIN/100'MAX e ROAD CLOSED AHEAD/NO ACCESS TO S 212TH ST NOT TOSCALE `/\/�/\d Teper/cM1ne0ang0evre r Devrws N/ V-' �A O MCT�n&SM1rkrng,antl ShoultlerTae r ng[hs antl Numberolf CM1anne Nation uzee ®WORKAREA 8/22/2023 BUMP IwazM1rn0lon Brace DepartmenrofT po a°onr Darlene Dur (All mlmmumzr TCS 4 ES2000141 WS-15 WS-24 W21-1701 W8.7 We-1 Phone 253-737-5198 Date:BR712023 Author:Darlene Cur Traffic Control Supervisor TCS CERT.ES2000148 darlene durr®hotmall.cam xrn xerMnaLaasra'37 t.+x.. .,a, 111 .9n naa, xox L.•ana PREFERRED TC:Celtifled Traffic Control Plan(DO NOT ALTER) SIGN SPACING.% 7 20 )° 6 35 ' x)59 x�uo• s0 m m a '�Q.Y�PM.Pi'�LU•3• I1 m 1. 6 55 < 115 1m 65 m 15 3 Cammenifi: RURAL HIGHWAYS 6D 161 MPH 800'1 1b5.5 ueneral Requirements -HANNELl—DEVICE SPAgNG F—) Nor ROADS 45156 MPH .rqp'± 35 m5 0 1. 5 2m § 21a 9 35 m 4 1.All blQnb and spacing to Conform to the MUTCC and City of DENT RURAL ROADS 6 URBAN ARTERIALS 35 ISO MPH l50's d5 15D 16 215 9 M5 18 510 19 2)0 10 15 150 4 MPH TAPER TANGENT reQulremenl5. 25 130 MPH 2OP±(2) 5p 500 14 250 50 15 boa 16 00 6 50 0 6 RESIDENTIAL&BUSINESS DISTRICTS 2.Channellzing devicessre 20"iraBlc cones�rlith rate reflective material 50/7D a0 so w 550 a n5 a bay 1b bb0 1a 336 6 ss 1as e 3.Alls'/gns dre48 X48I B1D odes,oth...se,specified. URBAN STREETS 25 MPH OR LESS 100'±I2t 35/45 30 60 60 600 16 300 B 660 18 )m 10 360 10 60 2a) 6 4./Rtaffenced local residents and businesses. 25/30 20 q0 I11 ALL BPAC11 MAV BE ADJUSTED TO ACCONMODATE 65 6W 1) 3m 9 )15 19 )60 It I90 11 65 )20 ) INTERSECTIONS AND DRIVEWAYS. )0 m0 1S 350 10 ))0 30 e10 YL 120 12 )0 Yf5 I J.�reW l6 reQlllfed lO BdVedmllllmllm ll loddns Width. I'll THa SPACING 6MY BE REDUCED N URBAN AREAS TO FIT 8.'Nork hourswill be DETERMNIED BY CITY. Ro.Aowav coNDlTpxa. zolzr www.invarion.com 76TH AVE MILL CREEK PROJECT TRAFFIC CONTROL PLAN PHASE 3/SOUTHBOUND ONLY TRAFFIC comments: CITY OF KENT NORTHBOUND HALF ROAD CLOSURE THIS IS TO RAISE ROADWAY TO GRADE. WORK AREA PART 3 THIS IS A HALF ROAD CLOSURE OF NORTHBOUND TRAFFIC. 35 TRAFFIC DETOURED AT S 228TH ST TO 68TH AVE S&S 212TH ST SHEET TCP.05 AND TO 84TH AVE S&S 212TH ST. SIDEWALK REMAINS ACCESSIBLE AT WORK AREA. DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA. TRANSCO NW N ♦N ACOUSTICAL SAIA LTL 00 WORK AREA DESIGN INC WORK AREA FREIGHT BLUE ORGIN 2 +/_28'X+/_135' "cus7CM +/_28'X+/_16C EMI METALS ♦� "cusroM WORK AREA WORKAREA MILL CREEK - "CUSTOM *CUSTOM "CUSTOM "CUSTOM 8'X+/-205.rZLII /_30' ® Iv2 LJ F LH P ® u 35a 35a cn f x= f f f f f 2— — - — - — . — — — — — — — — — — — — — — — — — M s : :� : . 76TH AVE S sr • OS ---.® O WORK AREA N CLOSED N _ F .'CUSTOM - +/-28'X+/-130' 2 i WORK AREA -'CUSTOM WORKAREA "CUSTOM N +/-28'X+/-335' I i N FED EX REPUBLIC BAY INSULATION N u�0TF snaoneeanen GROUND SERVICES SUPPLY OF WA JEID-WEN �lry of rnl5',II.! SAns nail t: raaglcilly platen to atlzqucciw punllc ever restrictions. Legend CONES NOTE: 0 E5-2a Exit Closed 1.Notify local emergency services of closure times,date&detour route prior to closure. Md-g demur(R) 2.Notify King County Metro of closure as necessary. R3-1 no rightturn �1 R5-1 R5-1 SIGNAGE PLACED PRIOR TO WORK AREA IR11-2 road closed R11-2 AS NEEDED FOR OF EN TRAFFIC LANES. ONE LANE TWO WAY TAPER 50'MIN/100'MAX e NOT TOSCALE /�/`�/�/, s Teper/CM1e�e -zin6Dev tea[ r �oroeare:u:ee ROAD CLOSED AHEAD/NO ACCESS TO S 212TH ST !% �O MeyR°sm6m°x�asnoxmerT.cer �°rH:era rvxm6erof cn.RRe i:x 8/22/2023 BUMP � pnrtment Iwo hm®ron star oaf ®WORK AREA Darlene Dur IAll mrnimumzl] TCS#ES2000148 WS-15 WS-24 W21-1701 W6-7 We-1 Phone 253-737-51g8 Date:812 712 0 23 Author.Darlene Cur Traffic control Supervisor TCS CERT.ES2000148 darlene Burr®hotmall.oam xrn x.roaaLa p.+x.. .NA 1M . „,n naa, xox L..aln a PREFERRED TC:Corned Traffic Control Plan(DO NOT ALTER) SIGN SPACING.% 7 m ]° 6 35 3 x]59 xeDap ID m m 3 '�owk..Pi'�LU•3• I1 m 1. 6 55 d 115 1m 65 m 15 3 C°mmeRts: RURAL HIGHWAYS 60165 MPH B00'x 165.5 ueneral Requirements —HANNEt➢JNL DEVICE SPAgNG(FEET/ RURAL ROADS 45155 MPH 500± >5 m5 S 105 5 2m § 2d5 9 35 TO d 1.All Signs and spacing to conform to the MUTCC and City of KENT RURAL ROADS 6 URBAN ARTERIALS 35140 MPH l50's d5 d50 16 2m a M5 1e See 1B 12 160 6 45 150 e MPH TAPER TANGENT regrllremenl5. 25 130 MPH AXY±(2) 5p 500 14 250 50 15 boa 16 00 5 50 D 6 RESIDENTIAL&BUSINESS DISTRICTS 2.�hannellzing devicesare 28"traffic cones�rtith retro reflective material 50/7D 4o so w ssa a n5 a a. 16 SO 13 330 5 ss 13s e 3.All signs are Q8 X 48�EIO Unless othenyiSs specldied. URBAN STREETS 25 MPH OR LESS 100'±I2f 35/45 30 60 60 600 16 300 B 660 18 Tm 15 360 Q./IeY[afl¢L12d Oca Y¢Sld¢MS and]IISIn¢a5e5. 25/30 20 qg I11 ALL SPACINO MAV BE ADJUSTED TO ACCONMODATE 65 650 1] Jm 9 ]15 19 ]60 2t I90 11 65 220 ] INTERSECTIONS AND DRIVEWAYS. TO m0 1S 350 10 770 20 e10 YL 120 12 ]0 .1 T J.�reW MI6 reglllfed lO e3Veamllllmllm ll for lane Width. un,TNa SPACING MAY BE REDUCED N URBAN AREAS TO FIT 8.'Nork hourswill be DETERMNIED BY CITY. Ro.Aowav coNDlTprva. R,n,e,,,,o,,,a .,_1. ptil MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN WA Posted Speed(mph) KENT, N v�TH (1-) 25 30 35 40 45 50 55 60 10 105 150 205 270 450 5W 550 - - - 11 115 165 225 295 495 550 605 660 - - ADVANCE WARNING SIGNS E 12 - 1eo .1 32O MO 600 660 72O 760 840 SPACED @(X)OR AS PER S SITE CONDITIONS. SIGN SPACING =X REFER TO SIGN SPACING CHART. NOT TO SCALE FREEWAYS&EXPRESSWAYS 55170 MPH 150Pk I RURAL HIGHWAYS 60165 MPH 800'k 1 RURAL ROADS 45/55 MPH 500'k RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350'k RURAL ROADS A URBAN ARTERIALS 25 130 MPH 200'k(2) RESIDENTAL 8 BUSINESS DISTRICTS <R=URBAN STREETS 25 MPH OR LESS 100k(2) ORK(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE EAD RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. 112O-1 (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT Ihl ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING feet MPH PER TANGENT I v sons a0 w � 35A 30 6o W1-4 I m 25/30 20 40 N II II TAPER=L/2 li y� W2-401 •� SHALL MAINTAIN 11' I MIN.LANE WIDTH 36"x 24" Republic Services 22010 76th Ave S COORDINATE WITH PROPERTY OWNER. EXIT Kent,WA 98032 CLOSED EMJ Metals I I 22011 76th Ave S Kent,WA 98032 I I I- I CENTER LANE OLD_ I CUSTOM wz ao1 TAPER=L/2 Fed Ex Ground 22114 76th Ave S • I I Kent,WA 98032 W2-401 x<LL I I Q O CENTER LANE I AH— EAD W20-5 z Saia LTL Freight I I 22203 76th Ave S Kent,WA 98032 I I *A� 20-1 MILL CREEK Transco Northwest Inc. I 22211 76th Ave S Kent,WA 98032 I I LEGEND WORK AREA Acoustical Design I I T ■■■■■ DELINEATION DEVICE 22227 76th Ave S 4 Kent,WA 98032 I/�I t I SIGN LOCATION UNAFFECTED UPRR EXISTING TRAFFIC FLOW BY WORK (SPUR) � � IT TEMPORARY TRAFFIC FLOW GENERAL NOTES: KENT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(eBlae) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wAsnlncNxsAEmkRccamOL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE MC.01 5/20/23 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 6n PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE J _ Chris Grose 253-258-14119 Hv; K INTERSECTIONS AND/OR DRIVEWAYS. O G �x,,,,., E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN WA LAN H Posted Speed(mph) KENT, N (ktt7 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 5W 550 - - - 11 115 165 225 295 495 550 605 660 - - ADVANCE WARNING SIGNS E 12 - 1eo .1 320 MO 600 650 720 780 840 SPACED @(X)OR AS PER S SITE CONDITIONS. SIGN SPACING =X REFER TO SIGN SPACING CHART. NOT TO SCALE FREEWAYS&EXPRESSWAYS 55170 MPH 150Pt I RURAL HIGHWAYS 60165 MPH B00'i 1 RURAL ROADS 45115 MPH 500'i RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350'i RURAL ROADS A URBAN ARTERIALS 25 130 MPH 200'i(2) RESIDENTAL 8 BUSINESS DISTRICTS <R=URBAN STREETS 25 MPH OR LESS 100i(2) ORK(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE EAD I NRD RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. 112O-1 (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT Ihl 35 ROADWAY CONDITIONS. II CHANNELIZATION DEVICE SPACING feet MPH PER 1 TANGENT K92 42 as 35A 30 60 W1-a 25/30 20 40 II TAPER=L/2 I II m tI/ 9 FF I f W2-401 'I SHALL MAINTAIN 11' MIN.LANE WIDTH Republic Services 22010 76th Ave S Kent,WA 98032 III C EMJ Metals 22011 76th Ave S Kent,WA 98032 36•x 24• I I COORDINATE WITH PROPERTY OWNER. IN EXIT CLOSED - w Fed Ex Ground a c 22114 76th Ave S 3 c I I Kent,WA 98032 yew am_ Z M I• CENTER LANE OLDSED ee CUSTOM Ar TAPER=L/2 w2-ao1 Saia LTL Freight W2-401 22203 76th Ave S Kent,WA 98032 MILL, CRREEK Transco Northwest Inc. I 6ENTER LANE 22211 76th Ave S AHEAD6 Kent,WA 98032 IW20-5 LEGEND DRIVEWAY CLOSED. COORDINATE WITH PROPERTY OWNER.------ I WORK AREA ALT.DRIVEWAY AVAILABLE. ROAD WORK \ AHEAD ■■■■■ DELINEATION DEVICE JJ \\` I I wzo-1 SIGN LOCATION Acoustical Design Ihl H 22227 76th Ave S Kent,WA 98032 UNAFFECTED uPRR EXISTING TRAFFIC FLOW BY WORK (SPUR) I I f �•• TEMPORARY TRAFFIC FLOW GENERAL NOTES: KENT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(.ffi-) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WASNIN00NSARTMiRCCON A0L Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE MC.02 5/20/23 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 6n PREPARED BY PHONE# w 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE L f� D Chris Grose 253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. M J G - E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN LANEWA WIDTH Posted Speed(mph) KENT, N (-" 25 30 35 40 45 50 55 60 65 70 '0 1O5 150 205 270 450 5W 550 - - - ADVANCE WARNING SIGNS W E 11 115 165 225 295 495 550 605 660 - - SPACED @(X)OR AS PER 12 - 1eo .1 32O MO 600 SSO 720 7SO 840 SITE CONDITIONS. S SIGN SPACING =X REFER TO SIGN SPACING CHART. NOT TO SCALE FREEWAYS 8 EXPRESSWAYS SS I70 MPH 1500'k RURAL HIGHWAYS 60 IS,MPH e00'i RURAL ROADS 45115 MPH 500'k RURAL ROADS 8 URBAN ARTERIALS 35140 MPH 350'i MATCH SHEET MC.04Inset(b) RURAL ROADS 8 URBAN ARTERIALS 25 130 MPH 200'k(2) RESIDENTAL 8 BUSINESS DISTRICTS I URBAN STREETS 25 MPH OR LESS 100k(2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. fl-20-1 y (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 1 II I CHANNELIZATION DEVICE SPACING feet I I i Republic Services MPH PER TANGENT 22010 76th Ave S SD na aO w 3sr4s 30 60 I I Kent,WA 98032 25I30 20 40 II EMJ Metals I I 22011 76th Ave S I A Kent,WA 98032 I I 48"x 60"ROAD I I WILL BE W I I CLOSED < I 3 a LL I I I 36"x 24" FedEx Ground wtdo[TO dam m a I 22114 76th Ave S H- I SIDEWALK XAM TO xPM >o V I I I CLOSED Kent,WA 98032 y�h R11-1501 s` I I I Rs-s 4W R11-1501 SHALL BE I I I I u x30' osm DISPLAYED DAYS R„-2 IN ADVANCE OF CLOSURE I I Saia LTL Freight I I 22203 76th Ave S I Kent,WA 98032 I I • I �36. 4 DRIVEWAY CLOSED WITH FEDEX 36"x 24" I TEMP.DRIVEWAY SHALL BE INSTALLED DRIVEWAY CLOSED. IT I COORDINATE WITH PROPERTY OWNER. CLOSED MILL CREEK ALT.DRIVEWAY AVAILABLE. 48"x 30" QQ I I I I I I I Transco Northwest Inc. I I I 36"x 24" 22211 76th Ave S Kent,WA 98032 SIDEWALK cLoseO I I I OA R9-9 I I Holman Distribution Acoustical Design I I I I 22430 76th Ave S 22227 76th Ave S I I I I Kent,WA 98032 Kent,WA 98032 I I UNAFFECTED UPRR I I BY WORK (SPUR) I I I I v I I I I I I m I I I al I xl LEGEND I I I I WORK AREA Is Is Is Is IsDELINEATION DEVICE I I I �'_*W20-3 II H SIGN LOCATION I I �— EXISTING TRAFFIC FLOW Ihl I I I I I I I I I II I MATCH SyHEET�MC.04 Inset(a) 1 1 GENERAL NOTES: v !LENT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(.ffi-) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wAsnlncN sAemuRcca nOL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE _ 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ph MC.03 5/20/23 aM1 PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE dµ 01�3 D Chris Grose 253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. �� 4O E-MAIL chris@trafficcontrolplan.net SIGN SPACING =X TRAFFIC CONTROL PLAN FREEWAYS A—NESSM—S 55170 MPH 1500'1 KENT,WA RURAL HIGHWAYS 60155 MPH 80PS N RURAL ROADS 45 1 MPH 500'1 RURAL ROADS&URBAN ARTEMALB 35140 MPH 350'S W E RURAL ROADS S URBAN ARTEMALS 25 130 MPH 200'x(2) RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) SEE DETOUR S (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE ROUTE BELOW III RAMPS.AT-GRADE INTERSECTIONS AND DRIMBA-S. ♦I♦ TIT Inset(c) NOT TO SCALE (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I y I Q „ DETOUR 76th AVE S PLAQUE AHEAD CLOSED Inset (a) m I I R114 AH AD �,,ll H _� en". W20-2 W20-3 II11111 3 I I11 I I I S 228 ST Tn ICI PLAQUE+W20-3 ;20-2 6 I W20-2 A MESSAGE_DAYS MESSAGE AFTER PRIOR TO WORK START DATE WORK COMMENCES Z PC MS PC MS I ROAD CLOSED 1 2 � 2 AHEAD 76 AVE S DATES 76 AVE S LOCAL I W20-3 WILL BE AND CLOSED ACCESS +�+ f�f pCMS CLOSED TIMES AHFACI ONLY 2.0 SEC 2.0 SEC 2.0 SEC 2.0 SEC FIELD LOCATE FIELD LOCATE Inset (b) DETOUR ROAD A CLOSED HEAD AHEAD a v W20-2 W20-3 K m d ~ 1111 S212ST ®R,D�AAE-DD ;W20-2 "�.1RPIMESSAGE DAYS MESSAGE AFTER M4-10D20-3 SEE DETOUR rn 6 PRIOR TO WORK START DATE WORK COMMENCES ROUTE BELOW PCMS PC MS Inset(c) m y 1 2 1 2 76 AVE S DATES 76AVES LOCAL WILL BE AND CLOSED ACCESS CLOSED TIMES AHEAD ONLY 20 SEC LO SEC 2A SEC 2.0 SEC FIELD LOCATE FIELD LOCATE Inset (c) a S 212 ST 48"x 36" 48"x 36" c 48"x 36" DETOUR DETOUR DETOUR S M4-9 < M4-9 M4-9 n a SEE SHEET MC.03 6-4W m FOR CLOSURE DETAILS WORK AREA 6-4W 6-6W an � .9EXARV anoi30 ft c X.9 A s 224 ST .9EX.84 �v .9E x 8b x S 228 ST 1D 1 A ?b KENT CONTRACTOR SUPERVISOR JOB NAME PHONE NUMBER(.Rica) PROJECT LOCATION W0.5NINOION SIAR TMfHC CONISOL Kent,WA SUPE RVISORR PHONE NUMBER(tax) SHEET NUMBER DATE _ a MC.04 5/20/23 PREPAA a Ch'i. PHONE# Gros Chris Grose 253-258-1419 E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN KENT,WA LANE Posted Speed(mph) ROAD N (ktt7 25 30 35 40 45 50 55 60 ]0 WORK 10 105 150 205 270 450 5W 550 - - - AHEAD I I 1 W20-1 I I ♦ W E 11 115 165 225 295 495 SSO 605 Efi0 - - 141 1 12 125 iBO 245 320 filO 600 E60 ]20 ]80 BdO I i 5 SIGN SPACING =X 1`,1 I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55170 MPH 150Pt i I RURAL HIGHWAYS K 165 MPH e00'i W1� Im 1 1 I EF® RURAL ROADS 45115 MPH 500'i 10 OI RURAL ROADS&URBAN ARTERIALS 35 140 MPH 3Wi 1 RURAL ROADS A URBAN ARTERIALS 25130 MPH 200'i(2) �a 1 I n1T Millcreek Distribution RESIDENTAL S BUSINESS DISTRICTS Ix ' s� 21840 76th Ave S URBAN STREETS 25 MPH OR LESS 100i(2) I 1 I Kent,WA 98032 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE 1 RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT < W2-4.1 I I ROADWAY CONDITIONS. I I I 1 I ! I CHANNELIZATION DEVICE I 1 18"x 24' SPACING Li �� "TURN RESTRICTION WITH MPH TAPER TANGENT TAPER=L/2 I� {/ MILLCREEK DISTRIBUTION sona 40 SO 1- -5COORDINATE WITH PROPERTY OWNER. 35r4s 3O 60 SIDEWALKR3-5R ALT.DRIVEWAY AVAILABLE FOR 1 zssa zO do ENDS HERE I SIB TRAFFIC. *W63 11 •i• I ' 1 35'TURN I RADIUS � a>o "� I y�H Republic Services z � 1 22010 76th Ave S 1 I Kent,WA 98032 I 18"x 24' 36"x 24" y I "TURN RESTRICTION WITH •,1" - I ** REPUBLIC SERVICES EXrt I axLr COORDINATE WITH PROPERTY OWNER. COORDINATE WITH PROPERTY OWNER. _ CLOSED ;.1 I 1 R3-5R p DI DRIVEWAY AVAILABLE FOR SIB TRAFFIC. EMJ Metals .'.1 "•-�--35'TURN 22011 76th Ave S 1 �.•i RADIUS Kent,WA 98032 �J I I I I SHALL MAINTAIN 11' MIN.LANE WIDTH I I I I 135'TURN FedEx Ground I RADIUS 22114 76th Ave S DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. I Kent,WA 98032 IN/OUT TRAFFIC SHALL BE CONTROLLED BY II)FLAGGER--► I DURING WORKING HOURS ONLY. r I 1 I 18'x 24' "TURN RESTRICTION WITH I f FEDEX GROUND .' COORDINATE WITH PROPERTY OWNER. 36"x 24" I I ONLY I ALT.DRIVEWAY AVAILABLE FOR I R3-5R SIB TRAFFIC. COORDINATE WITH PROPERTY OWNER. EXIT1 I DRIVEWAYS MAY NOT BE cLosrD a ;:1 CLOSED AT THE SAME TIME. Sala LTL Freight 1 22203 76th Ave S 1 1 35'TURN Kent,WA 98032 36"x 24" i RADIUS Exrt 1•'� 1 CLOSED I_� � MILLCREEK 36"x 24" Transco Northwest Inc. 1 j 35'TURN 22211 76th Ave S SIDEWALK I RADIUS Kent,WA 98032 CLOSED R9-9ot I • ' LEGEND n i W2401 H22.43007D6Jthlr Ave lSn �J TAPER=L/2 Kent,WA 98032 Acoustical Design I I WORK AREA 22227 76th Ave S W2-4011 I 1 1 �� ■ ■ DELINEATION DEVICE Kent,WA 98032 I W 6-3 UNAFFECTED UPRR I I ♦I SIGN LOCATION BY WORK (SPUR) I I I I �C�H-EAB R LANE ADVANCE WARNING SIGNS EXISTING TRAFFIC FLOW I I L. SPACED @(X)OR AS PER I I W20-5 SITE CONDITIONS. f•• TEMPORARY TRAFFIC FLOW "1 141 1 REFER TO SIGN SPACING CHART. FLAGGING STATION 1 1 1 DRIAD I I f I AHEAD AHEAD GENERAL NOTES: 20- KENT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(uf#ce) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wnsnlncN sAE RvxccanNOL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(faX) SHEETNUMBER DATE M MC.05 5/20/23 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 'wig oM1�o PREPARED By PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE a oi23 D Chris Grose PHONE*8-1419 INTERSECTIONS AND/OR DRIVEWAYS. ��" 4O E-M IL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN KENT,WA LANE Posted Speed(mph) ROAD N (ktt7 25 30 35 40 45 50 55 60 70 WORK 10 105 150 205 270 450 5W 550 - - - AHEAD I I I W20-1 I I ♦ W E 11 115 165 225 295 495 550 1 605 1 Efi0 - - 12 125 iB0 245 320 MO 600 1 650 720 780 Bd0 I 141 1 i S SIGN SPACING =X jt�0-5 Ihl I NOT TO SCALE FREEWAYS&EXPRESSWAYS ss 170 MPH — I RURAL HIGHWAYS 50165 MPH 607s y I I I xF® RURAL ROADS 45115 MPH 500'k 10 OI RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350's I> I I y1 35 RURAL ROADS A URBAN ARTERIALS 25130 MPH 200'k(2) Ir Millcreek Distribution RESIDENTAL S BUSINESS DISTRICTS I s xl 21840 76th Ave S URBAN STREETS 25 MPH OR LESS 1001(2) I i Kent,WA 98032 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. CC THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I CHANNELIZATION DEVICE I SPACING feet I MPH PER TANGENT I I sons aD SO W2-401 1 - 35A 30 60 I I 25/30 1 20 40 I TAPER=L/2 �_ I.9 �5'TURN SIDEWALK - �I RADIUS ENDS 18"x 24" HERE ** 1 "TURN RESTRICTION WITH _ REPUBLIC SERVICES. ONLr COORDINATE WITH PROPERTY OWNER. R3-SR !! 3 Sp 35'TURN a FF� --*—RADIUS Republic Services x a LL 22010 76th Ave S 0 Kent,WA 98032 any u> I 18"x24" Z I Jr "TURN RESTRICTION WITH �1 REPUBLIC SERVICES. 35'TURN I x axLr COORDINATE WITH PROPERTY OWNER. RADIUS I 35'TURN EMJ Metals �..,,t—RADIUS 22011 76th Ave S *:_ Kent,WA 98032 j I 16'x24' + I 35'TURN "TURN RESTRICTION WITH EMJ METALS RADIUS COORDINATE WITH PROPERTY OWNER. ONLY R3-5R 1 18"x 24" I j **TURN RESTRICTION WITH 35'TURN_ , I * 1 FEDEX GROUND RADIUS ' I 0— COORDINATE WITH PROPERTY OWNER. I R3-5R SHALL MAINTAIN 11' *k D� I MIN.LANE WIDTH R3-5R I 1 35'TURN FedEx Ground RADIUS 22114 76th Ave S DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. I Kent,WA 98032 IN/OUT TRAFFIC SHALL BE CONTROLLED BY(1)FLAGGERgo I DURING WORKING HOURS ONLY. + I I 18'x 24' I *'TURN RESTRICTION WITH I *,{ FEDEX GROUND 4 I I/H axULr COORDINATE WITH PROPERTY OWNER. 35'TURN I R3-5R RADIUS Sala LTL Freight 22203 76th Ave S Kent,WA 98032 35'TURN 18"x24" I I RADIUS E *'TURN RESTRICTION WITH Jr��/ 1 TRANSCO DI ` I� COORDINATE WITH PROPERTY OWNER. _ R3-5R MILL CREEK 35'TURN Transco Northwest Inc. RADIUS *'I••* j 35'TURN 22211 76th Ave S 18" RADIUS Kent,WA 98032 "TURN RESTRICTION WITH " TRANSCO �U��r' COORDINATE WITH PROPERTY OWNER. ONLY 1 I A I" R3-5R I LEGEND n i - i Holman 224307D6thr Ave lSn ®J TAPER=L/2 Kent,WA 98032 WORK AREA Acoustical Design W2-401� 22227 76th Ave S I ■■It Kent,WA 98032■■ DELINEATION DEVICE I UNAFFECTED UPRR 1 I t I SIGN LOCATION BY WORK (SPUR) �— EXISTING TRAFFIC FLOW I I I 1 �C�H-E>AD ADVANCE WARNING SIGNS SPACED @(X)OR AS PER 1I20-5 SITE CONDITIONS. -0•• TEMPORARY TRAFFIC FLOW n Iti 4 y1 REFER TO SIGN SPACING CHART. FLAGGING STATION A Ix xl I I 1 ROAD WORK I I f I AHEAD KENT GENERAL NOTES: AHEAD GENERAL 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(.f c.) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wnsnlncNxsAE RuxccanxoL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(faX) SHEETNUMBER GATE 5. ALL SIGNS MIN. x UNLESS OTHERWISE SPECIFIED. -*� �� o 6. ALL SPACING MAYY B BE ADJUSTED PREPARED BY PHONE# TO ACCOMMODATE AT-GRADE a oi23 oM1d MC.06 5/20/23 D Chris Grose 253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. ��„4O E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) TRAFFIC CONTROL PLAN LA(kTttE7 Posted Speed(mph) - ROAD I I I KENT,WA N 25 30 35 45 50 55 60 WORK AHEAD 10 105 150 205 270 450 5W 550 - W20-1 W E 11 115 165 225 295 495 550 605 Efi0 12 2 45 2 MO 600 650 72 — 0 I 141 I I I IY�f S SIGN SPACING =X *W20-5 Ihl I C I I 35 NOT TO SCALE FREEWAYS&EXPRESSWAYS ss 170 MPH — I RURAL HIGHWAYS 60Ifi5 MPH eOPi RURAL ROADS a5115 MPH 500'i 10 O� RURAL ROADS&URBAN ARTERIALS 35 140 MPH 3Wi RURAL ROADS&URBAN ARTERIALS 25130 MPH 200'i(2) la I I DI Millcreek Distribution RESIDENTAL S BUSINESS DISTRICTS Ix sl 21840 76th Ave S URBAN STREETS 25 MPH OR LESS 100i(2) I I I I Kent,WA 98032 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. TAPER=L/2 I I W2-401 (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I 1 ROADWAY CONDITIONS. I I I CHANNELIZATION DEVICE I SPACING feet `' I <�W�2-401 M MPH TAPER TANGENT I I sons aD SOI ' I 36"x 24" SIDEWALK 35/45 30 EO 25130 20 40 ENDS SIDEWALK HERE : I I CLOSED 11 I R9-9 I W 6-3 I I I 1+1—+ �I 35'TURN 3 z �I1 i RADIUS jaLL �, 1I DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. v rn C_J I I• Republic Services 22010 76th Ave S Kent,WA 98032 I 36"x 24" DRIVEWAY CLOSED WITH 35'TURN I EXIT REPUBLIC SERVICES RADIUS I•I•' I CLOSED � COORDINATE WITH PROPERTY OWNER. • I ALT.DRIVEWAY AVAILABLE. EMJ Metals I I 22011 76th Ave S •, Kent,WA 98032 8 �J 1 "x 24" .� �I I• DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. DnLr **TURN RESTRICTION WITH R3-5R EMJ METALS&SAIA FREIGHT 35'TURN,.•,• COORDINATE WITH PROPERTYOWNER. RADIUS ALT.DRIVEWAY AVAILABLE FOR V N/B TRAFFIC. i R3-5R ' I FedEx Ground 22114 76th Ave S i Kent,WA 98032 35'TURN •I I RADIUS I' n I; l�J �I•, I 35'TURN Sala LTL Freight •: -�RADIUS 22203 76th Ave S DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. Kent,WA 98032 35'TURN---il....... RADIUS ' SHALL MAINTAIN 11' 35'TURN r ' MIN.LANE WIDTH RADIUS I �••• � MILL CREEK Transco Northwest Inc. H I••: j 36"x 24" 22211 76th Ave S 18 x 24 I�1Y I SIDEWALK **TURN RESTRICTION WITH / I Kent,WA 98032 TRANSCO&ACOUSTICAL DESIGN "� I CLOSED COORDINATE WITH PROPERTY OWNER. ONLY I ALT.DRIVEWAY AVAILABLE FOR R3-5R I I R9-g N/6 TRAFFIC. �� I Holman Distribution • 22430 76th Ave S LEGEND i i W6-3 Kent,WA 98032 Acoustical Design i TAPER=L/2 2222 Ave S t . WORK AREA Kent,,WA 98032 ■■■■■ DELINEATION DEVICE UNAFFECTED UPRR BY WORK (SPUR) I I t I SIGN LOCATION I I ADVANCE WARNING SIGNS I SPACED @(X)OR AS PER �— EXISTING TRAFFIC FLOW SITE CONDITIONS. REFER TO SIGN SPACING CHART. LI I 141 I TEMPORARY TRAFFIC FLOW Ix Paul I I I DAHE I I f I AHEAD KENT GENERAL NOTES: 20-1 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND SUPERVISOR JOB NAME DATES(OPTIONAL). 3. KING COUNTY METRO NOT PRESENT. PHONE NUMBER(ufKce) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wnsnlncNDSAE MreccanxoL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(fa,) SHEETNUMBER OATS m 5. ALL SIGNS MIN. x MC.07 5/20/23 UNLESS OTHERWISE SPECIFIED. ,.�-� oM1�o PREPARED BV PHONE# 6. ALL SPACING MAYY B BE ADJUSTED TO ACCOMMODATE AT-GRADE a•'oi23 D Chris Grose 253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. �� 4O E-M IL chris@trafficcontrolplan.net NEW WATERMAIN CONNECTION PROCEDURES Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 5 January 29, 2024 Project Number: 20-3028 PUBLIC WORKS OPERATIONS STANDARD OPERATING PROCEDURES 9.0 WATER 9.3 New Water Main Connection Procedures PURPOSE: To avoid connections between the City potable water system and unsafe or newly constructed water systems that have the potential to contaminate the City water system, and to provide optimal cleaning, disinfection and connection procedures for new water mains to ensure safe, potable drinking water for human consumption. Note: These procedures shall be done in the following sequence or as directed by the City Inspector. 9.3.1 Connection to an Existing Water Main A physical separation between all untested and potentially contaminated water mains (or main extensions) and the city's existing water system shall be maintained at all times unless the connection is protected by an approved Department of Health backflow device (See diagram on page 5). A hydrant meter and an approved backflow prevention device shall be used whenever drawing water from the city system (see Page 5 for schematic details). Hydrant meters and backflow devices may be obtained from the Public Works Operations Division/Water Section at 5821 S. 240t' Street by completing the billing forms for a hydrant meter permit and making the required damage deposit. There will be a charge for all water used in accordance with Kent City Ordinance section 7.02.180 "Temporary Water Meters". Prior to the new water main being installed, the contractor has the option of cutting in the connection tee on the existing water main, or providing potable water from another source to provide a temporary water supply. If the Contractor chooses the option of installing the new connection tee, the Contractor shall install new resilient wedge gate valves on all sides of the tee, or as required by the City. A mechanical joint plug with a 2"minimum tap and proper blocking shall be installed on the new incoming mainline valve at the new tee,with piping accessible to accommodate filling the new water main. The City Inspector shall notify the Water section of Public Works Operations a minimum of five full working days before the valve and tee installation is scheduled. This will allow water section employees time to schedule the water main shutdown and notify the customers affected. P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R. B1CWA 11"di07/15/03 Revision Date: Page 1 9.3.2 Cubing Foam cubes (pigs) shall be inserted into and pushed through the new water main to remove any residue, dirt, debris, obstruction or possible foreign material in the new water main. A. The Water Section shall be responsible for supplying the foam cubes to the contractor based on the water system design as shown on the approved construction plans. B. The Contractor shall be responsible for picking up the cubes at the Public Works Operations located at 5821 S 240th St Kent, Washington, and shall install two foam cubes at the initial connection and two foam cubes at each lateral connection six inches in diameter and larger(downstream of each connecting valve), as the new main is installed. This would include all six-inch diameter lateral runs to hydrants that are longer than two full pipe lengths, or have more than a single joint in them. C. A mechanical joint cap with a 2"minimum tap shall be installed with proper blocking at the initial connection point on the new main with piping accessible to accommodate both flushing and chlorine injection. D. The Water Section shall retrieve the foam cubes when the contractor performs the cubing process. All cubing and flushing shall be under the supervision of the Water Section or a City Inspector. E. To accommodate the launch and the retrieval of the cubes, the minimum blow-off size shall be four-inch diameter for six-inch and eight-inch mains. A six-inch diameter blow-off shall be installed for 10-inch and 12- inch mains per City of Kent Standards. F. It shall be the contractor's responsibility to properly dispose of all flush water per City of Kent Standards as well as locating and retrieving any "lost" or missing cubes or partial cubes from the water main. G. In the event that the initial cubing does not adequately clean the new water mains, the contractor shall be required to provide additional point(s) for launching and retrieval of additional cubes, and re-cube those sections of main that have debris in them until clean, as determined by the Water Section. 9.3.3 Pressure and Leakage Test All new water mains, extensions of existing mains, water system appurtenances and water services shall then be pressure tested for leakage in accordance with Section 7-09.3(23) of the WSDOT Standard Specifications. Water services and appurtenances 2" and smaller installed prior to water main testing shall also be pressure tested with the water main. At no time will the temporary water system connection or backflow device remain connected or in place during the pressure test procedures. P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R. B1CWA 11"di07/15/03 Revision Date: Page 2 9.3.4 Chlorine Injection After the Contractor has cleaned the water main by cubing and flushing, the Contractor shall inject a liquid chlorine solution evenly throughout the new main and appurtenances for optimal disinfection. The chlorine dosage shall be in accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on page 4 of this document) and a maximum of 100 mg/l. AWWA C651-99 Standards include detailed procedures for the adequate disinfection, flushing and microbiological testing of all water mains. If the contractor wishes the Water Section to do the injection, the City Inspector shall give the Water Section three working days notification to perform the chlorine injection. The Contractor must sign a waiver holding the City harmless for any failure of purity samples due to the work performed by the Water Section, as well as agreeing to reimburse the city for all city costs associated with the disinfection process. Work may be scheduled after hours due to manpower or workload constraints, in which case the Contractor will reimburse the Water Section for city employee overtime associated with the work performed. The Chlorine shall remain in the main for the time specified according to the procedure used from AWWA Standards C651-99. After the 24-hour disinfection period, the remaining residual throughout the water main and appurtenances shall not be lower than 25 mg/L. The Contractor shall be responsible for disposing of all chlorinated water. Chlorinated water shall be disposed of in an approved sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary sewer will be at risk, the Contractor shall be responsible for disposing of the water per City of Kent Construction Standards. Amount of Chlorine needed to produce 50 mg/L in 18ft of pipe (one pipe length) for 5.25% household bleach (with no additives), 12.5% Sodium Hypochlorite solutions and 65% available dry Calcium Hypochlorite. Diameter 5.25%(qal) 12.5%(gal) 65% Ib 4" 0.009 0.005 0.007 6" 0.022 0.011 0.017 8" 0.039 0.019 0.029 10" 0.061 0.031 0.052 12" 0.087 0.044 0.047 16" 0.156 0.078 0.119 18" 0.197 0.098 0.152 24" 0.352 0.176 0.271 30" 0.548 0.275 0.422 P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R. B1CWA 11"di07/15/03 Revision Date: Page 3 Example: How many gallons of fresh 5.25% Sodium Hypochlorite will be required to disinfect 5,000 ft of 8"main? 5,000 ft- 18 ft=278 lengths of 8"pipe 278 x 0.039= 11 gallons required 9.3.5 Bacteriological Purity Samples Two consecutive sets of acceptable purity samples,taken at least 24 hours apart, shall be collected from representative points of the new main and appurtenances. Water section personnel shall take the first bacteriological purity sample(s) after the chlorine is removed, flushing is completed and the chlorine level is no greater than nor less than the level present in the adjacent distribution system. Water services two inches and smaller installed prior to water main testing shall also be purity tested with the water main. The second set of purity samples shall be taken no less than 24 hours after the first set of samples. A representative background sample of the City water system may be taken from the distribution source at the same time purity samples are taken from the new main. In the event that the Water Section or the City Inspector determines that trench water, dirt or debris has entered the new main during construction, the first purity samples shall be not be taken until the water has stood in the new main for at least 16 hours after final flushing. As above, the second set of purity samples shall not be taken until the water in the new main has stood for an additional 24 hours. Note: No water shall be flushed during the 16- or 24-hour incubation periods described above, or prior to the purity samples being taken. It shall be the contractor's responsibility to make arrangements to transport the sample(s)to a state-certified laboratory approved by the Water Section. The contractor shall be responsible for paying all costs for the purity samples excluding the representative background sample at the distribution source. Note: Two consecutive samples, 24 hours apart, must show no coliform presence before performing final connections to the existing water system. The Water Section may be available during normal working hours, depending upon workload, (7:30 am to 4:00 pm) excluding holidays and weekends, to take purity samples, assist with cubing and chlorine injections. The Contractor shall reimburse the city for all associated costs, including labor,vehicles, materials and overhead charges. Outside of normal working hours, the contractor shall reimburse the City at the most current hourly overtime rate for labor, vehicles, materials and other associated costs. 9.3.6 Final Connection(s) to the Existing Water Main P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R. B1CWA 11"di07/15/03 Revision Date: Page 4 When both sets of purity sample results are satisfactory and received in writing from the state-certified laboratory, and all other City of Kent water system standards have been met, the contractor shall be allowed to connect the new mains to the existing distribution system following City of Kent and AWWA standards. It shall be the Contractors responsibility to prevent, at all times, the contamination of the new and existing water mains with trench water, dirt, debris, or other foreign material. A City of Kent inspector and/or Water Section representative must be present to witness the final connection(s)to the existing water system, to turn on and flush the new water system, and to place the new water system and appurtenances into service. Approved Cross Connection Control Device and Meter Discharge/flushing Dechlorination SamjFaucetTemporary Test SuPPW Hose Blocking Control New Water Main Temporary Cap or Plug J Approved Cross J Connection Control gevice and Meter Discharge/flushing Dechlorination Temporary Blocking \ Sampling Faucet j i i �� ® Control Valve j I I�iiEg -..�� New Water Makn -—_ UTTemporary Cap or Plug P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L.R. B1CWA lt6f,v'di07/15/03 Revision Date: Page 5 INADVERTENT DISCOVERY PLAN Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 6 January 29, 2024 Project Number: 20-3028 PLAN AND PROCEDURES FOR THE UNANTICIPATED DISCOVERY OF CULTURAL RESOURCES AND HUMAN SKELETAL REMAINS MILL CREEK/76T"AVENUE SOUTH CULVERT REPLACEMENT FLOOD PLAIN STABILIZATION, HABITAT ENHANCEMENT PROJECT, KING COUNTY WASHINGTON 1. INTRODUCTION The City of Kent plans to construct the Mill Creek/76t"Avenue South Culvert Replacement project. The purpose of this project is flood plain stabilization and habitat enhancement.The following Unanticipated Discovery Plan (UDP) outlines procedures to follow, in accordance with state and federal laws, if archaeological materials or human remains are discovered. 2. RECOGNIZING CULTURAL RESOURCES A cultural resource discovery could be prehistoric or historic. Examples include: • An accumulation of shell, burned rocks, or other food related materials • Bones or small pieces of bone, • An area of charcoal or very dark stained soil with artifacts, • Stone tools or waste flakes (i.e. an arrowhead, or stone chips), • Clusters of tin cans or bottles, logging or agricultural equipment that appears to be older than 50 years, • Buried railroad tracks, decking, or other industrial materials. When in doubt, assume the material is a cultural resource. 3. ON-SITE RESPONSIBILITIES STEP 1: STOP WORK. If any employee, contractor or subcontractor believes that he or she has uncovered a cultural resource at any point in the project, all work in the immediate area of the discovery must stop (typically a 10 foot radius but depends on site conditions).The discovery location should be secured at all times. STEP 2: NOTIFY MONITOR. If there is an archaeological monitor for the project, notify that person. If there is a monitoring plan in place,the monitor will follow its provisions. STEP 3: NOTIFY CONSTRUCTION SITE PROJECT MANAGEMENT. Contact the Project Managers: Jurisdiction: City of Kent Firm: Name: Construction Manager Name Title: Construction Project Manager Title Number: 253-856-5500 Number Email: publicworks@kentwa.gov Email The Construction Site Project Manager or their designee will make all other calls and notifications. If human remains are encountered,treat them with dignity and respect at all times. Cover the remains with a tarp or other materials (not soil or rocks)for temporary protection in place and to shield them from being photographed. Do not call or speak with the media about the remains specifically. 4. FURTHER CONTACTS AND CONSULTATION A. Construction Site Project Manager's Responsibilities: • Protect Find: The Construction Site Project Manager is responsible for taking appropriate steps to protect the discovery site. All work will stop in an area adequate to provide for the total security, protection, and integrity of the resource. Vehicles, equipment, and unauthorized personnel will not be permitted to traverse the discovery site.Work in the immediate area will not resume until treatment of the discovery has been completed following provisions for treating archaeological/cultural material as set forth in this document. • Direct Construction Elsewhere On-site:The Construction Site Project Manager may direct construction away from cultural resources to work in other areas prior to contacting the concerned parties. • Contact the Department of Archaeology and Historic Preservation (DAHP): If the DAHP has not yet been contacted,the Construction Site Project Manager will do so. • Identify Find:The Construction Site Project Manager will ensure that a qualified professional archaeologist examines the find to determine if it is archaeological. This will either be an archaeological consultant hired by the Construction Site Project or staff from DAHP. o If the discovery is determined not archaeological, work may proceed with no further delay. o If the discovery is determined to be archaeological,the Construction Site Project Manager will continue with notification. o If the discovery is human remains or funerary objects,the Construction Site Project Manager will ensure that the DAHP State Physical Anthropologist examines the find. If the discovery is determined to be human remains,the procedure described in Section 5 will be followed. • Notify DAHP:The Construction Site Project Manager will contact the involved federal or permitting agencies (if any)and the Department of Archaeology and Historic Preservation (DAHP). 2 Federal and/or Permitting Agencies: Agency: N/A Agency: Name Name Title Title Number Number Email Email Department of Archaeology and Historic Preservation: Dr.Allyson Brooks Dr. Rob Whitlam State Historic Preservation Officer State Archaeologist 360-586-3066 or 360-586-3064 360-586-3080 Department of Commerce: Mara Isaacson, Grant Manager, Community Assistance and Research Unit PO Box 42525, Olympia, WA 98504 (360) 742-7665 mara.isaacson@commerce.wa.gov The Construction Site Project Manager will contact the interested and affected Tribes. Tribes consulted on this project are: Tribe: Muckleshoot Name:Jaison Elkins Title: Chair Number: 253-939-5311 Email:jaison.elkins@muckleshoot.nsn.us B. Further Activities • Archaeological discoveries will be documented as described in Section 6. • Construction in the discovery area may resume as described in Section 7. 3 5. SPECIAL PROCEDURES FOR THE DISCOVERY OF HUMAN SKELETAL MATERIAL Any human skeletal remains, regardless of antiquity or ethnic origin, will at all times be treated with dignity and respect. If the project occurs on federal lands (e.g., national forest or park, military reservation) or Indian lands (e.g., reservations,allotments, communities) the provisions of the Native American Graves Protection and Repatriation Act of 1990 apply, and the responsible federal agency will follow its provisions. Note that state highways that cross federal and Indian lands are on easements and are not owned by the state. If the project occurs on non-federal lands, it will comply with applicable state laws, and the following procedure: A. Notify Law Enforcement Agency and Coroner's Office: In addition to the actions described in Sections 3 and 4,the Construction Site Project Manager will immediately notify the local law enforcement agency and coroner's office. The medical examiner(with assistance of law enforcement personnel)will determine if the remains are human,whether the discovery site constitutes a crime scene, and will notify DAHP if the remains are determined to be non-forensic. Agency: King County Medical Examiner's Office Number: 206-731-3232 ext.4 B. Participate in Consultation: Per RCW 27.44.055, RCW 68.50, and RCW 68.60, DAHP will have jurisdiction over non-forensic human remains and will make a determination of whether the remains are Indian or not, and notify all affected tribes. C. Further Activities: • Documentation of human skeletal remains and funerary objects will be agreed upon through the consultation process described in RCW 27.44.055, RCW 68.50, and RCW 68.60. • When consultation and documentation activities are complete, construction in the discovery area may resume as described in Section 7. 6. DOCUMENTATION OF ARCHAEOLOGICAL MATERIALS Archaeological deposits discovered during construction will be assumed eligible for inclusion in the National Register of Historic Places under Criterion D per 36CFR800.13(c) until a formal Determination of Eligibility is made. If the project does not have a federal nexus/compliance requirement, contact the Construction Site Project Manager or DAHP regarding the possible need for an Emergency Excavation Permit per RCW27.53. In general, expect that: 4 • All prehistoric and historic cultural material discovered during project construction will be recorded by a professional archaeologist on State of Washington cultural resource site or isolate form using standard techniques. Site overviews,features, and artifacts will be photographed; stratigraphic profiles and soil/sediment descriptions will be prepared for subsurface exposures. Discovery locations will be documented on scaled site plans and site location maps. • Cultural features, horizons and artifacts detected in buried sediments may require further evaluation using hand-dug test units. Units may be dug in controlled fashion to expose features, collect samples from undisturbed contexts, or interpret complex stratigraphy. A test excavation unit or small trench might also be used to determine if an intact occupation surface is present.Test units will be used only when necessary to gather information on the nature, extent, and integrity of subsurface cultural deposits to evaluate the site's significance. Excavations will be conducted using state-of-the-art techniques for controlling provenience. • Spatial information, depth of excavation levels, natural and cultural stratigraphy, presence or absence of cultural material, and depth to sterile soil, regolith, or bedrock will be recorded for each probe on a standard form.Test excavation units will be recorded on unit- level forms,which include plan maps for each excavated level, and material type, number, and vertical provenience (depth below surface and stratum association where applicable) for all artifacts recovered from the level. A stratigraphic profile will be drawn for at least one wall of each test excavation unit. • Sediments excavated for purposes of cultural resources investigation will be screened through 1/8-inch mesh, unless soil conditions warrant%-inch mesh. • All prehistoric and historic artifacts collected from the surface and from probes and excavation units will be analyzed, catalogued, and temporarily curated. Ultimate disposition of cultural materials will be determined in consultation with the federal agencies(if any), DAHP, and the affected tribes. If assessment activity exposes human remains (burials, isolated teeth, or bones),the process described in Section 5 above will be followed. 7. PROCEEDING WITH CONSTRUCTION Project construction outside the discovery location may continue while documentation and assessment of the cultural resources proceed.A Cultural Resources Specialist(either from DAHP, a consulting Tribe, or a professional consultant) must determine the boundaries of the discovery location. In consultation with DAHP and affected tribes, the Construction Site Project Manager will determine the appropriate level of documentation and treatment of the resource. If federal agencies are involved,the agencies will make the final determinations about treatment and documentation. Construction may continue at the discovery location only after the process outlined in this plan is followed and DAHP (and the federal agencies, if any) determine that compliance with state and federal laws is complete. 5 GEOTECHNICAL REPORT Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 7 January 29, 2024 Project Number: 20-3028 Geotechnical Engineering Services Report 76t"Avenue Roadway Improvements Kent, Washington for City of Kent May 29, 2019 Geotechnical Engineering Services Report 76t"Avenue Roadway Improvements Kent, Washington for City of Kent May 29, 2019 GEOENGINEERS� 1101 South Fawcett Avenue, Suite 200 Tacoma, Washington 98402 253.383.4940 s Geotechnical Engineering Services Report 76t" Avenue Roadway Improvements Kent, Washington File No. 0410-206-00 May 29, 2019 Prepared for: City of Kent 220 Fourth Avenue South Kent, Washington 98032-5895 Attention: Susanne Smith Prepared by: GeoEngineers, Inc. �$terling T 1101 South Fawcett Avenue,Suite 200 Tacoma,Washington 98402 �� tioF Wa.syr� %ty 253.383.4940 c� p ,p s6�21 Stuart S. Thielmann, PE Geotechnical Engineer L e J.Stone, PE Associate, Geotechnical Engineer SST:US:tt Disclaimer:Any electron icform,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. GEOENGINEER� Table of Contents 1.0 INTRODUCTION AND PROJECT UNDERSTANDING....................................................................................1 2.0 SITE CONDITIONS........................................................................................................................................1 2.1. Surface Conditions.................................................................................................................................. 1 2.2. Geologic Setting......................................................................................................................................2 2.3. Subsurface Explorations.........................................................................................................................2 2.3.1. Exploration Program ...............................................................................................................2 2.3.2. Previous Explorations.............................................................................................................2 2.4. Subsurface Conditions ...........................................................................................................................3 2.4.1. Existing Roadway Section and Fill..........................................................................................3 2.4.2. Native Soil Conditions.............................................................................................................3 2.4.3. Groundwater Conditions.........................................................................................................3 3.0 CONCLUSIONS AND RECOMMENDATIONS...............................................................................................4 3.1. Site Development and Earthwork..........................................................................................................4 3.1.1. General....................................................................................................................................4 3.1.2. Clearing, Stripping, and Demolition.......................................................................................4 3.1.3. Temporary Excavations and Cut Slopes................................................................................4 3.1.4. Permanent Cut and Fill Slopes...............................................................................................5 3.1.5. Temporary Groundwater Handling Considerations............................................................... 5 3.1.6. Subgrade Preparation.............................................................................................................5 3.1.7. Subgrade Protection and Wet Weather Considerations.......................................................5 3.2. Fill Materials............................................................................................................................................6 3.2.1. Structural Fill........................................................................................................................... 6 3.2.2. Select Granular Fill .................................................................................................................6 3.2.3. Recycled Materials..................................................................................................................7 3.2.4. On-Site Soils............................................................................................................................ 7 3.3. Fill Placement and Compaction............................................................................................................. 7 3.4. Settlement...............................................................................................................................................8 3.5. Pavement Design....................................................................................................................................8 3.5.1. General....................................................................................................................................8 3.5.2. Asphalt Concrete Pavement Analysis and Design ................................................................9 3.5.3. Portland Cement Concrete.....................................................................................................9 3.5.4. Additional Design Criteria.....................................................................................................10 4.0 LIMITATIONS.............................................................................................................................................10 LIST OF FIGURES Figure 1. Vicinity Map Figure 2. Site Plan Figure 3. Groundwater Hydrographs GEOENGINEERS� May 29,2019 1 Page File No.0410-206-00 APPENDICES Appendix A. Subsurface Explorations and Laboratory Testing Figure A-1 - Key to Exploration Logs Figures A-2 through A-4 - Logs of Borings Figure A-5 - Sieve Analysis Results Figure A-6 - Atterberg Limits Test Results Appendix B. Previous Subsurface Explorations Appendix C. Report Limitations and Guidelines for Use GEOENGINEERS� May29,2019 I Page H File No.0410-206-00 1.0 INTRODUCTION AND PROJECT UNDERSTANDING This report summarizes our geotechnical design recommendations for raising roadway grades of 76th Avenue South. The project site is located along 76th Avenue South, between South 212th and South 228th Streets in Kent, Washington as shown on the Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with Susanne Smith (City of Kent)via phone and electronic mail,as well as a preliminary meeting with representatives of the City of Kent and Otak, Inc. (project structural and hydraulic engineer) on January 30, 2019. We understand plans are to raise roadway grades of 76th Avenue South above the Federal Emergency Management Agency(FEMA) 100-year flood elevation. Roadway improvements will occur from about South 212th Street and extend south to approximately address 22227 76th Avenue South, a total linear distance of about 3,500 feet. We understand typical fill heights will be on the order of 3 to 4 feet and as high as about 5 feet in the southern project area, near the location where Mill Creek crosses underneath 76th Avenue. In addition to the proposed roadway improvements, we understand the City of Kent also plans to replace one existing culvert crossing 76th Avenue South and two culverts crossing driveways within City of Kent right-of-way west of and connecting to 76th Avenue. Project sequencing has not been finalized at this time and culvert replacements could occur before or after mass fill placement for the road raising.As the project is in the early phases of planning, detailed design or grading plans have not been developed at this time for either the culvert replacements or roadway improvements. Our services are being provided in accordance with our signed agreement dated December 5, 2018. We previously provided a Preliminary Design Criteria letter dated March 6, 2019 to the design team. This preliminary letter was intended to summarize our recommendations for preliminary design and assist with cost estimating.This final report includes data obtained from recent subsurface explorations at the project site and is intended to supersede our preliminary design letter. 2.0 SITE CONDITIONS 2.1. Surface Conditions 76th Avenue South within the project area is oriented north-south and bordered by commercial properties to the east and west. Adjacent commercial properties include warehouses and distribution centers. Previously vacant property east of 76th Avenue(as shown on Figure 2),sometimes referred to as the Barnier Property, is currently under development. The existing roadway is one lane in each direction, with an occasional center turning lane, and is paved with asphalt concrete. Portions of the western shoulder are widened and used for parking. The eastern roadway edge has concrete curb, gutter and sidewalk along the length of the project area. Portions of the western roadway edge, primarily in the north project area, also have concrete curb, gutter and sidewalk. We reviewed survey data for the project area provided by the City of Kent, which includes elevations referenced to the 1988 North American Vertical Datum (NAVD88). All elevations discussed herein are based on the provided survey data, referenced to NAVD88 and should be considered approximate. GEoENGINEERS� May 29,2019 Pagel File No.0410-206-00 Table 1 below provides a summary of 761h Avenue roadway centerline and 100-year flood elevations(also provided by the City)within the project area. TABLE 1.SITE ELEVATIONS Site Location Roadway Centerline Elevation 100-Year Flood Elevation (feet) (feet) Mill Creek Crossing 32.1 32.2 South Property Line of Barnier Property 29.4 31.9 North Property Line of Barnier Property 28.2 30.6 Centerline South 212th Street 31.7 29.5 2.2. Geologic Setting We reviewed the published Geologic Map of the Tacoma 1:100,000-scale Quadrangle, Washington (Schuster et al., 2015) and Geologic Map King County(Booth et al., 2007). Both maps indicate the site is underlain by alluvium (designated as Qa and Qal, respectively). These soils are described as "loose, stratified to massively bedded fluvial silt, sand, and gravel; typically, well rounded and moderately to well sorted". Based on our experience, alluvial soils in the area can locally include occasional organic matter such as peat, grass and/or wood debris. 2.3. Subsurface Explorations 2.3.1.Exploration Program Subsurface conditions near the proposed culvert replacements were explored by drilling three geotechnical borings using hollow-stem auger and mud rotary techniques. Boring B-1 was located near the western edge of 76th Avenue South and advanced to a depth of 81.5 feet below ground surface (bgs). Borings B-2 and B-3 were located within driveways off of 76th Avenue South and advanced to depths of 36.5 feet bgs. The approximate location of each exploration is shown in Figure 2. Details regarding our subsurface exploration program, including summary logs of the explorations, are included in Appendix A. 2.3.2.Previous Explorations Our document review for the project included relevant in-house files and readily available subsurface explorations in the project area.Approximate locations of available subsurface explorations(borings)within the project area are included on the attached Site Plan, Figure 2. Copies of these boring logs are provided in Appendix B. A brief summary of the borings we reviewed is provided below. GeoEngineers previously performed a groundwater study of Mill Creek west of 76th Avenue in the area that is now the Barnier Property. Four borings were completed as part of the study, drilled to depths between 16 and 21 feet bgs.Two of these borings(B-1 and B-2)were located on the western shoulder of 76th Avenue and drilled to depths of 16.5 and 16 feet bgs, respectively(approximately Elevation 12.5 and 12 feet). We obtained a partial copy of the report Soils Investigation Central Valley Interceptor by Metropolitan Engineers dated February 16, 1968. The partial report includes boring logs for a subsurface exploration program along a proposed interceptor alignment, including six borings along 76th Avenue within the proposed area of roadway improvements. These borings were advanced to depths between 28.5 and 68 feet bgs(Elevation 1 to Elevation-37 feet, NAVD88 converted from Mean Sea Level). Boring logs include GWENGINEERS� May 29,2019 Page 2 File No.0410-206-00 visual soil descriptions, relative density, groundwater observations, and blow counts. Boring logs do not indicate pavement or roadway section thicknesses, nor does it include a vicinity map indicating whether borings were located within the roadway or in the shoulder. 2.4. Subsurface Conditions 2.4.1.Existing Roadway Section and Fill Boring B-1 from 2019, located near the west edge of 76t"Avenue South,was the only exploration advanced through the main pavement section.The pavement section observed in B-1 consisted of 8 inches of asphalt concrete (AC) over fill. Fill at the boring locations consisted of sand with variable silt and gravel, visually similar in gradation to the Washington State Department of Transportation (WSDOT) Standard Specifications for"Gravel Borrow"or"Aggregate for Gravel Base".The fill extended to between about 2 and 4.5 feet bgs. Explorations B-1 and B-2 from our 2016 groundwater study were completed within the western shoulder of 76t"Avenue. We observed roadway section at these locations consisted of approximately 3 to 6 inches of AC over about 9 inches of gravel with sand, which we interpret to be roadway base course. B-2-2016 also encountered silty gravel to about 5 feet bgs, which we interpret to be fill. Fill was also noted in three borings completed by Metropolitan Engineers (132-1967, B22-1967 and 131-1967). Fill in these borings consisted of up to about 5 feet of loose to medium dense sand and gravel with variable silt content. We expect the thickness of AC and underlying fill will vary across the roadway. Based on the observed roadway sections in the borings and current site grading,we anticipate roadway section will consist of about 8 inches of AC underlain by about 2.5 to 5 feet of sand and gravel fill. However, additional fill might be present at the site related to development of the existing roadway, driveways and surrounding structures. 2.4.2.Native Soil Conditions We interpret soils below the roadway section and fill to consist of alluvial soils.Alluvial soils observed in the explorations consisted of alternating layers of very soft to stiff silt with variable sand content and loose to dense sand with variable silt content. We observed occasional layers of organic matter (roots, grass and wood debris) in the borings completed for this study. Peat and other organics were also noted in the reviewed Metropolitan Engineers borings.Alluvial soils extended to the full depths of the borings(Elevation -49.5 feet). 2.4.3.Groundwater Conditions GeoEngineers previously performed a Mill Creek groundwater study adjacent to the project area, which included two borings (B-1 and B-2)on the western shoulder of 76t"Avenue completed as monitoring wells. Groundwater data in each well was recorded using a pressure transducer between March 8, 2016 and January 14, 2019. Transducer data indicates water level in B-1 fluctuated about 3.8 feet (between approximately Elevation 25.5 and 29.3 feet) over this time period. Data indicates water level in B-2 fluctuated about 4.3 feet(between approximately Elevation 23.5 and 27.8 feet)over this same time period. Groundwater was generally highest November to May and lowest in September. A plot showing the groundwater elevations in B-1 and B-2 is shown in Figure 3. In addition to the regional groundwater,areas of perched groundwater may also be present at the site. It is common for perched groundwater to be present near contacts where soil that is more permeable overlies soil that is less permeable (i.e., sand over silt). The quantity and location of perched groundwater, if GWENGINEERS� May 29,2019 Page 3 File No.0410-206-00 encountered, at this site is expected to occur from infiltration of surface water. Site grading can also affect infiltration and therefore,the quantity and location of perched groundwater. 3.0 CONCLUSIONS AND RECOMMENDATIONS 3.1. Site Development and Earthwork 3.1.1.General We anticipate site development and earthwork activities for roadway improvements will include demolishing existing roadway pavement,site grading,and placingand compactingfill and backfill materials (including mass fill placement for roadway development). We expect site grading and earthwork can be accomplished with conventional earthmoving equipment. 3.1.2.Clearing,Stripping,and Demolition Structural elements and pavements of the existing roadway should be demolished within the footprint of proposed roadway improvements. We discuss the use of recycled materials, including the use of demolished roadway, in our "Fill Materials" section below. During demolition, excessive disturbance of surficial soils may occur, especially if left exposed to wet weather conditions. Disturbed soils may require additional remediation during construction and grading. Based on our explorations, we anticipate native site soils will have a high fines content (material passing the U.S. No. 200 sieve). If exposed,these soils will be susceptible to disturbance when wet.Care should be taken to avoid allowing these soils to become saturated and disturbed. We provide recommendations for subgrade protection in the "Subgrade Protection and Wet Weather considerations" section below. 3.1.3.Temporary Excavations and Cut Slopes Based on our experience it is likely excavations at the site will cave, especially within the alluvial soils or below the groundwater table. 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. We recommend for planning purposes all temporary cut slopes be inclined no steeper than about 1.5H to 1V(horizontal to vertical) if workers are required to enter.This guideline assumes all surface loads are kept at a minimum distance of at least one-half the depth of the cut away from the top of the slope and seepage is not present on the slope face. Flatter cut slopes could 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. GWENGINEERS� May 29,2019 Page 4 File No.0410-206-00 3.1.4.Permanent Cut and Fill Slopes We recommend permanent slopes be constructed at a maximum inclination of 2H to 1V to manage erosion. Where 2H to 1V permanent slopes are not feasible, protective facings and/or retaining structures should be considered. This guideline assumes all surface loads are kept at a minimum distance of at least one- half the height of the slope away from the top of the slope and seepage is not present on the slope face. Flatter cut slopes or additional drainage measures could be necessary where seepage occurs or if surface surcharge loads are anticipated. To achieve uniform compaction, we recommend fill slopes be overbuilt and subsequently cut back to expose well-compacted fill. Fill placement on existing slopes steeper than 5H to 1V should be benched into the slope face. The configuration of benches depends on the equipment being used and the inclination of the existing slope. Bench excavations should be level and extend into the existing slope face at least half the width of the compaction equipment used. Exposed areas should be re-vegetated as soon as practical to reduce the surface erosion and sloughing. Temporary protection should be used until permanent protection is established. 3.1.5.Temporary Groundwater Handling Considerations Groundwater handling needs will typically be lower during the late summer and early fall months. Shallow perched groundwater can typically be handled adequately with sumps, pumps, and/or diversion ditches, as necessary. Excavations below the static groundwater level or in areas with heavy groundwater seepage may require additional measures such as well points. Proactive handling of surface water (i.e., grading to reduce ponding) can reduce groundwater handling needs. Ultimately, we recommend the contractor performing the work be made responsible for controlling and collecting groundwater encountered. 3.1.6.Subgrade Preparation Subgrades that will support roadways or other pavements should be thoroughly compacted to a uniformly firm and unyielding condition on completion of stripping and before placing structural fill or pavement base fill.We recommend subgrades be evaluated,as appropriate,to identify areas of yielding or soft soil. Probing with a steel probe rod or proof-rolling with a heavy piece of wheeled construction equipment are appropriate methods of evaluation. If soft or otherwise unsuitable subgrade areas are revealed during evaluation that cannot be compacted to a stable and uniformly firm condition, we recommend: (1) the unsuitable soils be scarified (e.g., with a ripper or farmer's disc), aerated and recompacted, if practical; or(2)the unsuitable soils be removed and replaced with compacted structural fill, as needed. 3.1.7.Subgrade Protection and Wet Weather Considerations Site soils observed in the boring logs contain a significant amount of fines. These soils will be susceptible to disturbance during periods of wet weather, sensitive to small changes in moisture and 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, the soil can become muddy and 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 at the site should GWENGINEERS� May 29,2019 Page 5 File No.0410-206-00 take place 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 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 work areas. ■ 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 absorb water and 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. ■ Protective surfacing such as placing asphalt-treated base (ATB), cement-treated base (CTB), cement treated subgrades, or haul roads made of quarry spalls or a layer of free-draining material such as well- graded pit-run sand and gravel may be necessary to protect completed areas from construction traffic. Typically, minimum gravel thicknesses on the order of 18 inches are necessary to provide adequate subgrade protection for repeated construction traffic. 3.2. Fill Materials 3.2.1.Structural Fill Material used for structural fill should be free of debris, organic contaminants, and rock fragments larger than 6 inches in maximum dimension. We recommend structural fill consist of material similar to "Select Borrow" or "Gravel Borrow" as described in Section 9-03.14 of the WSDOT Standard Specifications, or "Aggregate for Gravel Base"as described in Section 9-03.10.We recommend select granular fill(described below) be used for structural fill during the wet season. 3.2.2.Select Granular Fill Select granular fill should consist of well-graded sand and gravel or crushed rock with a maximum particle size of 6 inches and lessthan 5 percentfines byweight based on the minus 3/4-inch fraction.Organic matter, debris or other deleterious material should not be present. Material with gradation characteristics similar to "Aggregates for Ballast and Crushed Surfacing" (Section 9-03.9 of the WSDOT Standard Specifications), "Gravel Borrow" (Section 9-03.14(1)) or "Select Borrow" (Section 9-03.14(2)) is also suitable for use as select granular fill, provided the fines content is less than 5 percent(based on the minus 3/4-inch fraction) and the maximum particle size is 6 inches. GEOENGINEERS� May 29,2019 Page 6 File No.0410-206-00 3.2.3.Recycled Materials In our opinion, recycled material (such as asphalt and concrete) may be used as fill material provided the material is in accordance with WSDOT Standard Specifications Section 9-03.21 "Recycled Material" and meets requirements for its end use. Recycled materials may be blended provided the recycled material component included in a blended product meets the specification requirements for the specified material. We recommend the amount of recycled material generally not exceed percentages presented in WSDOT Standard Specifications Table 9-03.21(1)E.As an example,Table 9-03.21(1)E allows a maximum 20 percent by weight of hot mix asphalt for recycled material to be used as "Gravel Borrow". Accordingly, about a 3-inch-thick section of hot mix asphalt would need to be blended with about 12 inches of aggregate to achieve this percentage. Blending may be achieved as recycled material(e.g.,asphalt) is ground in-place and mixed with underlaying aggregate,windrowing with a bulldozer,or other methods.The final blended product(includingthe recycled material component) shall meet the specification requirements for "Gravel Borrow" (WSDOT Standard Specifications Section 9-03.14(1)). Higher percentages may be allowed on a case-by-case basis as approved by the engineer. Higher percentages will be evaluated and accepted or rejected in the field during construction based on quality and location of material. 3.2.4.On-Site Soils 3.2.4.1.Native Alluvial Soils Based on our experience, native alluvial soils will be extremely moisture sensitive and difficult or impossible to properly compact when wet. In addition, it is possible soils will be excavated at moisture contents above optimum for compaction and will therefore require drying in order to be re-used. For reference, moisture content test results are presented on the boring logs for selected samples from our explorations. Because of this, we recommend alluvial soils should not be considered for use as structural fill.Alluvial soils may be considered for use as fill in non-structural areas such as landscaping areas or trench backfill outside of roadway or other structural areas, provided they can be compacted as recommended in our"Fill Placement and Compaction" section below. If it is necessary to use alluvial soils as structural fill, we should be consulted to provide additional recommendations and considerations. 3.2.4.2.Existing Roadway Section and Fill In our opinion, existing roadway aggregate base and underlying fill can be considered for use as roadway subgrade and/or subbase, provided the material: ■ Is used during extended periods of dry weather, ■ Can be adequately moisture conditioned and placed and compacted as recommended, ■ Does not contain organic or other deleterious material, and ■ Meets any special requirements related to its end use. 3.3. Fill Placement and Compaction To obtain proper compaction, fill material should be compacted near optimum moisture content and in uniform horizontal lifts. Lift thickness and compaction procedures will depend on the moisture content and gradation characteristics of the soil and the type of equipment used. Generally, 12-inch-thick loose lifts are GWENGINEERS� May 29,2019 Page 7 File No.0410-206-00 appropriate for steel-drum vibratory roller compaction equipment. The maximum allowable moisture content varies with the soil gradation and should be evaluated during construction. Compaction should be achieved by mechanical means. During fill and backfill placement, sufficient testing of in-place density should be conducted to verify adequate compaction is being achieved. Fill placed to raise site grades as well as materials under pavements and structural areas should be placed on subgrades prepared as previously recommended. Fill material placed below roadway and pavement sections must be compacted to at least 95 percent of the theoretical maximum dry density(MDD)per ASTM International (ASTM) D 1557. In landscaping or other non-structural areas, fill should be compacted to a firm condition that will support construction equipment, as necessary,typically around 85 to 90 percent of the MDD. 3.4. Settlement Compressible soils (typically peat and soft silts with organics) were observed in our explorations and the reviewed boring logs. Compressible soils consolidate when subjected to new loads such as fill placed to raise site grades. These soils can also experience decomposition of organic material and secondary compression and may continue to settle over time. The amount of settlement that could occur during and after construction is dependent on three major factors: (1) the thickness and nature of the compressible soil layers; (2)the loading of the site, including fill placement; and (3)the loading history of the site. Total long-term settlement of the proposed roadway fill could be on the order of 2 to 6 inches with differential settlements on the order of half the total settlement (1 to 3 inches) along 100 linear feet of roadway. Settlement will begin as soon as fill placement starts. The total amount of time required for primary settlement will depend on soil and groundwater conditions and the rate of fill placement. Based on our experience, we expect primary settlements will take about four to eight weeks. We recommend settlement monitoring be used if construction of settlement-sensitive elements occurs sooner than eight weeks after the fill has been placed. High groundwater can limit the rate and amount of settlement. If fill placement occurs during periods of high groundwater levels, additional surcharge or settlement time could be required. 3.5. Pavement Design 3.5.1.General The useful life of the pavement may be adversely affected by settlement associated with long-term consolidation of underlying compressible soils. Some areas of pavement may exhibit settlement and subsequent cracking. Cracks in the pavement will allow water to infiltrate to the underlying base course, which could increase the amount of pavement damage caused bytraffic loads.To prolongthe effective life of the pavement, cracks should be sealed as soon as possible. We recommend final paving occur as late in the construction schedule as practical to allow the majority of settlement to occur after mass fill placement. If project scheduling requires that paving occur sooner than 6 weeks after the fill has been placed,we recommend a settlement monitoring program be used to confirm that most of the settlement has occurred prior to paving. Alternatively, paving could occur in two phases with an initial asphalt layer placed during primary construction and a final finish lift placed at a later date. If this phased paving approach is used, we should be contacted for renewed pavement thickness recommendations. GMENGINEERS� May 29,2019 Page 8 File No.0410-206-00 761"Avenue South is an industrial collector arterial street in a commercial and industrial area of the City.A significant amount of truck traffic is expected on this road. We have assumed based on guidance from the City that the main roadway will see 7,266 average daily trips (ADT) (3,633 each direction), with 30 percent of those trips being large trucks. We have based our recommended design sections on a typical 20-year design life. This loading corresponds to about 13,000,000 equivalent single-axle loads (ESALs) over the design life of the pavement. 3.5.2.Asphalt Concrete Pavement Analysis and Design We provide a recommended asphalt concrete pavement(ACP)section based on methods presented in the American Association of State Highway and Transportation Officials(AASHTO)Guide for Design of Pavement Structures. 3.5.2.1.AC Pavement(30 percent trucks and 20-year design life),13,000,000 ESALs ■ 7 inches of hot mix asphalt, class 1/2-inch, PG 58-22 ■ 10 inches of crushed surfacing base course ■ 12 inches(minimum) of subbase consisting of Gravel Borrow We also analyzed an alternate asphalt concrete pavement design section similar to Kent Standard Plan 6-4M. Based on our calculations this alternate section is appropriate for a reduced loading of 5,100,000 ESALs,equivalent to either a reduced truck percentage (12.5 percent of the ADT with a 20-year design life) or a reduced design life (10 years and 30 percent truck traffic). 3.5.2.2.Alternate AC Pavement,Similar to Kent Standard Plan 64M,5,100,000 ESALs ■ 6 inches of hot mix asphalt, class 1/2-inch, PG 58-22 ■ 8 inches of crushed surfacing base course ■ 12 inches(minimum) of subbase consisting of Gravel Borrow ■ Compacted subgrade in accordance with this report 3.5.3.Portland Cement Concrete The City of Kent typically uses ACP for roadways. In our opinion,this is appropriate for relatively flat sections of roadway. However,traction from heavy truck tires climbing or braking on slopes can deteriorate ACP by "shoving" and rutting the asphalt surfacing. This shoving-type failure can also occur, although to a lesser degree,where heavy trucks turn.We recommend Portland cement concrete(PCC) pavement be considered where road grades are more than about 3 percent,such as entrances to driveways off of 76t"Avenue. PCC pavement within intersections should be considered but, in our opinion, is not as critical as using PCC on slopes. Our design section is based on methods present in the Portland Cement Association (PCA) Thickness Design for Concrete Highway and Street Pavements. Since axle-load data is not available for 76t" Avenue we used the simplified design procedure, which defines maximum axle loads equal to 30 kips for single axles and 52 kips for tandem axles. We also assumed pavement section will include dowels at expansion joints and concrete shoulder or curb. GMENGINEERS� May 29,2019 Page 9 File No.0410-206-00 3.5.3.1.PCC Pavement(PCA Method) ■ 9 inches PCC with a minimum 14-day flexural strength of 650 pounds per square inch (pci). (This layer can be reduced to 8.5 inches if crushed surfacing base course is underlain by at least 12 inches of subbase consisting of Gravel Borrow.) ■ 4 inches compacted crushed surfacing base course (as needed for leveling) ■ Compacted subgrade in accordance with this report 3.5.4.Additional Design Criteria The recommended sections assume final improvements surrounding the pavement will be designed and constructed such that stormwater or excess irrigation water from landscape areas does not accumulate below the pavement section or pond on pavement surfaces. Existing pavements and structural elements should be demolished from within the footprint of the proposed roadway improvements. Pavement subgrade should be prepared to a uniformly firm, dense and unyielding condition and fill placed and compacted as previously described in this report. Crushed surfacing base course and subbase should be moisture conditioned to near optimum moisture content and compacted to at least 95 percent of MDD(ASTM D 1577)orto a firm and unyielding condition as indicated by a proof-roll observed by a member of our firm. Crushed surfacing base course should conform to applicable sections of 4-04 and 9-03.9(3) of the WSDOT Standard Specifications. The upper 2 inches of crushed surfacing base course may be replaced with crushed surfacingtop course to aid in grading atthe contractor's request. Subbase should consist of "Gravel Borrow" and conform to applicable sections of 9-03 of the WSDOT Standard Specifications. Hot mix asphalt should conform to applicable sections of 5-04, 9-02 and 9-03 of the WSDOT Standard Specifications. We understand the City is considering re-using existing material on site as fill material. In our opinion, existing asphalt, concrete and underlying aggregate base may be included in the subbase layer, provided materials meet recommendations presented in the"Fill Materials"section of this report and are compacted as previously described to a uniformly firm, dense and unyielding condition. In addition, materials should meet recommendations provided in WSDOT Standard Specifications Section 9-03.21, including Table 9-03.21(1)E. Native alluvial soils should not be considered for use in the subbase layer. 4.0 LIMITATIONS We have prepared this report for the exclusive use of the City of Kent and their authorized agents for the 761h Avenue Roadway Improvements project in Kent, Washington. City of Kent may distribute copies of this report to owner and owner's 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 in the field of geotechnical engineering in this area at the time this preliminary design report was prepared.The conclusions, recommendations, and opinions presented in this report are based on our professional knowledge,judgment and experience. No warranty or other conditions, express or implied, should be understood. Please refer to Appendix C titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. GWENGINEERS� May 29,2019 Page 10 File No.0410-206-00 4 St a mrO t o S 198th St m ` c ° Q n T c n n � � ut S 199[h PI 181 N% m 3 S 200th St S 200th S 200th St a n Q v ➢�_ D S 202nd St Spdngh 5 204th S[ 5 204th St ,n D D 181 ¢ m N m m e S 206th St S 206th St — F � a D D H A 167 eq S 208th St S 208th St J vs 208th St -< y'Sm St S 2080 m '^ J S 208th St S 3 a° .a D D n p l A--Fudillment 5 N (enter J/ S� h St 5 212th St S 212th St � 181 U KOA—Seattle Univar �5 �a Tacoma m BRIEN e� to �55 > SITE a m a _ ? 5 216[h St v+ 181 S 216th St 5 216th St S� — S 217[h St '6th St a' y S Z�8[h S[ 167 5 218th St s Green River Natural s S 218th St e Resourus Area S 220th St a' x S 222n w' S 222nd St o 3 E et Power Trail 181 J — \eiS�H rail Kent Prs& S 224th St S 224[h S[ m Q D a 7,6th St D c 167 s 52 Dc m u N 0 d. -o S 228th St r S 228th St oO a° 181 n 167 w n < W D x m Q St oo m \ry z a� m m 5 A m o 0 _m o < -0 3�St5t titi ri m — z a F Novak Ln S 232nd St w r n in e'1� 2 u, S 233rd S 235th PI u '^ s 9d 181 = a' oo _ D S 234th St 167 m 1= N = T Y Z 6 -3o sp S 236th St z z 4 y m 5 L y Kent M—dal _ o S337th St 167 g a a' Park y > 237th PI m P1 takes l m .9n Z <> ° a' S ii aP S 23�* ry hPl c > N ell W l E 0 1 N Seay o S � 11114 nton 2,000 0 2,000 N Won Feet N % bcon Tacoma Vicinity Map Notes: 2 1.The locations of all features shown are approximate. a 2.This drawing is for information purposes.It is intended to assist in 76th Avenue South Roadway Improvements 3 showing features discussed in an attached document.GeoEngineers,Inc. cannot guarantee the accuracy and content of electronic files.The master Kent, Washington o file is stored by GeoEngineers,Inc.and will serve as the official record of this communication. - Data Source:Mapbox Open Street o Map,2016 G EO E N G I N E E R5� Figure 1 d Projection:NAD 1983 UTM Zone 10N i -LL •-------------•------ r Ir , I , i Banger Propert r , E B2 B3 � B-1 y -•••••.I......... Y - slzasb7 ,T�B15a967�.. —_76th AveS T �- 611-19b]� CBS-196]�. �..�B22-1967 62-190 4 N � nn W S 8 Notes: Legend mrat--IIM—.-have--PPrarimate. t site E#ents Site Plan ]hi.tlr.wlogi.mr inm.-Ptroe.e..It i.intentlea to �•• A pproaimae ....tm.hawingt..wr..tl.a...tlm.n.bah.tltlaam.nl ••••••••. B......Pro g G.oengin..r..w�.manna<guaran�e.<h.acaurary.nnaont.nt pem z 3 Ienrce.laen.ter awmin..neen.re.rah.emmea o.mtertrafill erel.c..rwarmeam�i.GmeamEmngulmnersUan. i 76thAvenue South Roadway Improvements a-1 Bnm b cenEngneezo1s e-1-2016 B.-gbyceoEng,e—2016 m Kent,Washington Dab Source:Aerial from Go.gle Earth Pro tlatetl 5/39/2018. 1 P,.j—on:NAD83Mahingtonsam PI.ne..N.rth Z.ne.USP.t B-1-1967¢ Boring by Metropolitan Engineers,196] 300 0 300 Feel GEOENGINEER Figure 2 0410-206-W Date Exported:02/08/19 Groundwater Hydrographs 30 29 28 ' 27 CIO r \Jy c 26 4 0 > 25 '► W W v 24 CU a J y 23 CU �a 22 21 J--+— — —�— — —B-2 20 T� \tip \tip \tip \tip \tip yeti 0�~ �� \moo �`�� ti ^�� o�� `�� ti ��• o�� \Mti ��ti titi ti titi ti V Date Note:Ground surface elevation at borings approximately 28-30 feet Groundwater Hydrographs GeoEngineers B-1 and B-2(2016) 76th Avenue Roadway Improvements Notes: Kent,Washington 1.This drawing is for information purposes.It is intended to assist in showing features discussed in an attached document. GeoEngineers,Inc.cannot guarantee the accu racy and content of electronic files.The master file is stored by GeoEngineers,Inc.and will serve as the official record of this communication. G M E N G I N E E R Figure 3 APPENDIX A Subsurface Explorations and Laboratory Testing APPENDIX A SUBSURFACE EXPLORATIONS AND LABORATORY TESTING Subsurface Explorations Soil and groundwater conditions at the site were explored by advancing three borings on April 13 and April 20, 2019. Locations of the borings were determined via an electronic tablet with global positioning system (GPS) software and are shown on the Site Plan, Figure 2. The locations and elevations of the explorations should be considered approximate. Exploration locations were constrained to some degree by existing buildings and site infrastructure. The borings were completed using truck-mounted drilling equipment provided and operated by Holocene Drilling, Inc. under subcontract to GeoEngineers. Borings were advanced using hollow-stem auger drilling methods and advanced to depths between approximately 25.5 and 51.5 feet below existing site grade (bgs). Borings were backfilled by the driller in accordance with Washington State Department of Ecology requirements.Soil cuttings generated from the borings were placed in metal barrels and temporarily stored on site for future disposal. During the exploration program our field representative continuously monitored the borings, obtained representative soil samples,classified the soils,maintained a detailed log of each exploration and observed groundwater conditions.Soil samples were obtained from the borings using a 1.4-inch inner diameter split- barrel sampler driven into the soil using a 140-pound hammer free-falling a distance of 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the logs as the blow count. Our field representative made sample attempts at 2.5- to 5-foot depth intervals. Samples were retained in sealed plastic bags to prevent moisture loss. The soils were classified visually in general accordance with ASTM International (ASTM) D 2488 and Figure A-1, which includes a Key to the Exploration Logs. Summary logs of the explorations are included as Figures A-2 through A-4. Laboratory Test Results Soil samples obtained from the explorations were transported to the GeoEngineers laboratory. Representative soil samples were selected for laboratory tests to evaluate the pertinent geotechnical engineering characteristics of the soils and to confirm our field classification. The following paragraphs provide a description of the tests performed. Sieve Analysis(SA) Sieve analyses were performed on selected samples in general accordance with ASTM Test Method D 6913. This test method covers the quantitative determination of the distribution of particle sizes in soils. Typically, the distribution of particle sizes larger than 75 micrometers (µm) is determined by sieving. The results of the tests were used to verify field soil classifications. Figure A-5 presents the results of our sieve analyses. Percent Fines(%F) Selected samples were "washed" through the U.S. No. 200 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(fines).Tests were conducted in general accordance GEOENGINEERS� May29,2019 PageA-1 File No.0410-206-00 with ASTM D 1140. Test results are used to aid in soil classification and correlation with other pertinent engineering soil properties and are presented on the exploration logs at the respective sample depths. Atterberg Limits Atterberg Limit tests were performed on selected samples in general accordance with ASTM Test Method D 4318. This test method determines the liquid limit, plastic limit and plasticity index of soil particles passing the No. 40 sieve. Results for plastic soils are presented in Figure A-6.The liquid limit and plasticity index are also presented on the exploration logs at the respective sample depths. Moisture Content(MC) The moisture content of selected samples was determined in general accordance with ASTM Test Method D 2216. The test results are used to aid in soil classification and correlation with other pertinent engineering soil properties. The test results are presented on the exploration logs, as indicated for the sample tested. GEOENGINEER� May29,2O19 1 PageA-2 File No.0410-206-00 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 POORLY-GRADED GRAVELS, A V \ SOILS o 0 GP GRAVEL-SAND MIXTURES �� 0 o i�i�ii� CC Cement Concrete COARSE GRAVELS WITH GM SILTY GRAVELS,GRAVEL-SAND- GRAINED MORE THAN 50% FINES SILT MIXTURES Crushed Rock/ SOILS OF COARSE CR FRACTION RETAINED o Quarry Spalls ON NO.4 SIEVE (APPRECIABLE AMOUNT o Gc CLAYEY GRAVELS,GRAVEL-SAND- OF FINES) o CLAY MIXTURES 0 SOD Sod/Forest Duff sw WELL GRADED SANDS,GRAVELLY CLEAN SANDS SANDS MORE THAN 50% SAND RETAINED ON AND (LITTLE OR NO FINES, TS Topsoil NO.200 SIEVE POORLY GRADEDSANDS,GRAVELLY SANDY SP SAND SOILS MORE THAN 50% SANDS WITH SM SILTY SANDS,SAND-SILT MIXTURES OF COARSE FINES Groundwater Contact FRACTION PASSING ON NO.4 SIEVE (APPRECIABLE AMOUNT 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 MEDIUM PLASTICITY,GRAVELLY Graphic Log Contact CLAYS LIQUID LIMIT CL CLAYS,SANDY CLAYS,SILTY CLAYS, FINE LESS THAN 50 LEAN CLAYS GRAINED 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.200 SIEVE Material Description Contact SILTS AND LIQUID LIMIT GREATER INORGANIC CLAYS OF HIGH CLAYS THAN50 CH PLASTICITY Contact between geologic units ____ Contact between soil of the same geologic OH ORGANIC O HIGHAYS PLASTICITY SILTS OF MEDIUM TO HIGH PLASTICITY unit HIGHLY ORGANIC SOILS PT PEAT,HUMUS,SWAMP SOILS WITH HIGH ORGANIC CONTENTS Laboratory/ Field Tests NOTE: Multiple symbols are used to indicate borderline or dual soil classifications %F Percent fines %G Percent gravel Sampler Symbol Descriptions AL Atterberg limits CA Chemical analysis ® 2.4-inch I.D.split barrel CP Laboratory compaction test CS Consolidation test Standard Penetration Test(SPT) DID Dry density ■ Shelby tube DS Direct shear HA Hydrometer analysis ® Piston MC Moisture content MD Moisture content and dry density Direct-Push Mohs Mohs hardness scale OC Organic content Bulk or grab PM Permeability or hydraulic conductivity m FMContinuous Plasticity index Continuous Coring PP Pocket penetrometer SA Sieve analysis Blowcount is recorded for driven samplers as the number of U Unco compression blows required to advance sampler 12 inches(or distance noted). S Vane shear Unconff ined compression V See exploration log for hammer weight and drop. VS "P"indicates sampler pushed using the weight of the drill rig. Sheen Classification NS No Visible Sheen "WOH"indicates sampler pushed using the weight of the SS Slight Sheen hammer. 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 GMENGINEERS FigureA-1 Start End Total 81.5 Logged By RJS Driller Holocene Drilling Drilling Mud Rotary Drilled 4/13/2019 4/13/2019 Depth(ft) Checked By SST Method Surface Elevation(ft) 32 Hammer Autohammer Drilling Diedrich D-90 Truck Rig Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment Easting(Q 1292372.04 System WA State Plane North Groundwater not observed at time of exploration Northing(Y) 150171.64 Datum NAD83(feet) Notes: FIELD DATA w ° w E e W o MATERIAL o ° ° ° REMARKSo ° '0 DESCRIPTION > o c mo w o 2rr vo cn 0 0c� c� 0 AO 8 inches asphalt concrete 6 1 SP-SM Brown fine to coarse sand with silt and gravel, 3° occasional cobbles(medium dense,moist)(fill) SM Dark gray silty fine sand with occasional gravel and 4 4 2 organic matter(wood debris)(loose,wet)(alluvium) 23 g Mc ry� 3 9 3 10 11 6 4 4b ML Approximately 3-inch lense gray silt(medium stiff,wet) ------------------ ti� SM Dark gray silty fine sand with trace organic matter(fine roots)(loose,wet) 7 11 5 32 24 Fewerfines Grades to medium dense 15 9 12 6 3 __ ___________________ � 18 3 7 ML Gray sift with occasional sand and trace organic matter 43 85 %F (wood debris and roots)(soft,moist) R SP-SM Dark gray fine sand with silt and organic matter(fine N� w 20 16 8 roots)(medium dense,wet) 31 7 o SA w yo m 0 N 25—A 0 14 9 0 N O K SM Dark gray silty fine sand with trace organic matter(fine o roots)with lenses approximately 1/4-inch thick gray silt(medium dense,wet) a 30 12 17 10 33 31 %F m 0 o 0 o 0 o Note:See Figure A-1 for explanation of symbols. o Coordinates Data Source:Horizontal approximated based on Google Earth.Vertical approximated based on Google Earth. o a 0 Log of Boring&I Project: 76th Avenue Roadway Improvements&Culvert Replacements G M E N G I N E E R Project Location: Kent,Washington Figure A 2 Project Number: 0410-206-00 Sheet 1 of 3 FIELD DATA w v E e 0 MATERIAL w .2 Z DESCRIPTION REMARKS cc Cn � a 0 a 4 .Y 2 2 w o = � m 0 U� 0 00 �0 i0 35 9 27 11 Finer gradation(SM?) h SPSM Dark gray fine sand with silt(dense,wet) 40 14 31 12 ,yO ML Brownish gray silt with occasional sand and trace organic matter(roots)(stiff,wet) 45 18 9 13 41 AL(LL=44,PI=13) AL -- ------------------- ML Graysift with sand and trace organic matter(roots) (medium stiff,wet) 50 18 6 14 37 AL(LL=42,P1=15) AL �O 16 7 15 OI ML Gray sift with trace sand(very soft,wet) �I o 18 WOH 16 38 AL(LL=34,P1=6) AL ml �� 65—A U O aD m 0 18 14 17 .. —— —————————————————— N 3y 3M Dark gray silty fine to medium sand with occasional =I gravel(medium dense,wet) 0 NI O I N K Z 70—A z 10 24 18 21 44 w %F Approximately 11/2-inch thick lens gray silt with organic z �o matter(roots) m 0 0 75 14 31 19 0 Grades to dense a 0 z i 0 0 a 0 Log of Boring B-1(continued) Project: 76th Avenue Roadway Improvements&Culvert Replacements G M E N G I N E E R Project Location: Kent,Washington Figure A 2 Project Number: 0410-206-00 Sheet 2 of 3 FIELD DATA w v E e 0 MATERIAL w Z DESCRIPTION REMARKS � a a 4 .Y N a w m in s �o 0 i0 so 14 43 20 With approximately 1/2-inch thick lenses gray sift 3 c� 0 0 a 0 N� U O m O 1 N 0 N� O N K Z U' Z O O r m 0 d 0 0 0 a 0 z i 0 0 a 0 Log of Boring B-1(continued) Project: 76th Avenue Roadway Improvements&Culvert Replacements G EO E N G I N E E R Project Location: Kent,Washington Figure A 2 Project Number: 0410-206-00 Sheet 3of3 Start End Total 36.5 Logged RJS Driller Holocene Drilling Drilling Hollow-stem Auger Drilled 4/20/2019 4/20/2019 Depth(ft) Checked By SST Method Surface Elevation(ft) 32 Hammer Autohammer Drilling Mobile B-58Truck Rig Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment Easting(Q 1292332.64 System WA State Plane North Groundwater not observed at time of exploration Northing(Y) 150358.51 Datum NAD83(feet) Notes: FIELD DATA w E e W o MATERIAL `° ° ° REMARKS o ° '0 DESCRIPTION ° w _� > � ay o o c� a � 00 vo w o 2 0 m 0 cn 0 0c� c� 0 AC Approximately 4 inches asphalt concrete 6 1 SM Brownish gray silty fine to coarse sand with gravel 30 (medium dense,moist)(fill) 18 5 n c ML Dark brown to light gray silt with sand,occasional 28 gravel and trace organic matter(fine roots and grass)(medium stiff,moist)(alluvium) -- ------------------- 5 6 6 3 SM Dark gray silty fine sand(loose,wet) 32 MC 18 2 4 ML Dark gray silt with occasional sand(soft,wet) 35 MC 10 18 4 5 Grades to with sand,medium stiff �o 18 7 6 38 77 %F --------------------------- 15 16 20 7 SPSM Dark gray fine sand with silt(medium dense,wet) 3 _____ ____________--- 7 2 8 ML Gray sandy silt with trace organic matter(roots) 54 o MC (medium stiff,wet) 0 R NI 20 5 5 9 81 67 0 /F w � m SP-SM Dark gray fine sand with silt and lenses of gray silt N 25 16 7 10 (loose,wet) 0 NI O I N K Z U' Z O O a 30 16 24 11 Grades to medium dense _ a m 0 0 0 0 0 0 35 Note:See Figure A-1 for explanation of symbols. o Coordinates Data Source:Horizontal approximated based on Google Earth.Vertical approximated based on Google Earth. o a 0 Log of Boring&2 Project: 76th Avenue Roadway Improvements&Culvert Replacements G M E N G I N E E R Project Location: Kent,Washington Figure A 3 Project Number: 0410-206-00 Sheet 1 of 2 FIELD DATA w v E e 0 MATERIAL w Z DESCRIPTION REMARKS a a 4 V 2 2 c �. w 0 � m 0 ins 0 C7U �0 ic0 35 14 23 1 12 3 0 0 0 a 0 N� U O m O 1 N 0 N� O N K Z U' Z O O r m 0 d 0 0 0 a 0 z i 0 0 a 0 Log of Boring B-2(continued) Project: 76th Avenue Roadway Improvements&Culvert Replacements G EO E N G I N E E RJ /// Project Location: Kent,Washington j� Figure A 3 Project Number: 0410-206-00 sheet 2 of 2 Start End Total 36.5 Logged RJS Driller Holocene Drilling Drilling Hollow-stem Auger Drilled 4/20/2019 4/20/2019 Depth(ft) Checked By SST Method Surface Elevation(ft) 32 Hammer Autohammer Drilling Mobile B-58Truck Rig Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment Easting(Q 1292332.24 System WA State Plane North Groundwater not observed at time of exploration Northing(Y) 150511.79 Datum NAD83(feet) Notes: FIELD DATA w E ° w W o MATERIAL ° ° ° REMARKSo ° '0 DESCRIPTION > o c mo w o 20 vo 0 cn 0 0c� c� 0 AC Approximately 4 inches asphalt concrete 6 1 SM Brownish gray silty fine to coarse sand with gravel and 3� trace organic matter(wood debris)(medium dense, moist)(fill) 5 17 2 5 ML Light gray silt with sand and trace organic matter(fine 10 3 MC roots and grasses)(soft,wet)(alluvium) 40 ry� 10 1 4 10 10 5 5 SM Dark gray silty fine sand with occasional gravels(loose, 25 Mc wet) :. _A SPSM Dark gray fine to medium sand with silt and occasional 14 11 S—A gravel(medium dense,wet) 26 21 15 12 10 7 3 o ti� 0 17 11 8 0 R N� W 20 18 33 9a O —— ——————————————————— 9b ML Light gray silt with occasional sand and trace organic 85 do Mc matter(fine roots and grasses)(soft,wet) m o N 25 18 3 10 0 N O �O N K Z w SPSM Dark gray fine to medium sand with silt and lenses of light gray silty fine sand(medium dense,wet) r 30 18 25 11 m 0 o o 0 0 0 35 Note:See Figure A-1 for explanation of symbols. o Coordinates Data Source:Horizontal approximated based on Google Earth.Vertical approximated based on Google Earth. o a 0 Log of Boring M Project: 76th Avenue Roadway Improvements&Culvert Replacements G M E N G I N E E R Project Location: Kent,Washington Figure A-4 Project Number: 0410-206-00 Sheet 1 of 2 FIELD DATA w v E e 0 MATERIAL w Z DESCRIPTION REMARKS a a 4 V 2 2 c �� w o = � m 0 U)� 0 000 35 18 60 12 Grades to dense 3 0 0 0 a 0 N� U O m O 1 N 0 N� O N K Z U' Z O O r m 0 d 0 0 0 a 0 z i 0 0 a 0 Log of Boring B-3(continued) Project: 76th Avenue Roadway Improvements&Culvert Replacements G M E N G I N E E R J /// Project Location: Kent,Washington j� Figure A-4 Project Number: 0410-206-00 Sheet 2 of 2 0410-206-00 Date Exported:5 10 19 U.S.STANDARD SIEVE SIZE 3" 2"1.5'1"3/4' 3/W #4 #10 #20 #40 #60#100#140#200 = 100 LU 90 m cs 80 z N a 70 a LU 60 U a 50 40 30 ^ 20 u , °� 10 m D 0 Cn 0 m 0 o 1000 100 10 1 0.1 0.01 0.001 Z o. an d WVi' GRAIN SIZE IN MILLIMETERS `< Z < r17 ram-.o D GRAVEL SAND m m 3 COBBLES SILT OR CLAY 911 COARSE I FINE COARSE1 MEDIUM FINE N V1 3 W 7 a+ CD o a Depth Moisture :3 0 C Symbol Boring Number feet % Soil Description (AB-1 12.5 32 Silty fine sand(SM) T �10 ❑ B-1 20 31 Fine sand with silt(SP-SM) 00 CDo A B-3 12.5 26 Silty fine to medium sand with occasional gravel(SM) C iv C o 0) m D Note:This report may not be reproduced,except in full,without written approval of GeoEngineers,Inc.Test results are applicable only to the specific sample on which they were CD 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. �' AASH❑ The grain size analysis results were obtained in general accordance with ASTM D 6913.GeoEngineers 17425 NE Union Hill Road Ste 250,Redmond,WA 98052 PLASTICITY CHART 60 50 CH or OH w 40 2 30 a J•• OH or MH 20 CL or OL 10 CL-ML M or OL 0 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT Moisture Liquid Plasticity Boring Depth Content Limit Index Symbol Number (feet) N N N Soil Description B-1 45 41 44 13 Silt(ML) ❑ B-1 50 37 42 15 Silt(ML) Atterberg Limits Test Results 0 B-1 60 38 34 6 Silt(MIL) 7611 Ave S Roadway Improvements and Culvert Replacements Kent,Washington o Note:This report may not be reproduced,except in full,without written approval of GeoEngineers,Inc.Test results are applicable onlyto 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,orgenerated by separate operations or processes.The liquid limit and plasticity indexwere G E O E N G I N E E R S� Figure A-6 d obtained in general accordance with ASTM D 4318.GeoEngineers 17425 NE Union Hill Road Ste 250,Redmond,WA 98052 y AASHTO APPENDIX B Previous Subsurface Explorations SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS MAJOR DIVISIONS SYMBOLS TYPICAL SYMBOLS TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS CLEAN o�o o 1+w WELL-GRADED GRAVELS, GRAVEL GRAVELS GRAVEL-SAND MIXTURES AC Asphalt Concrete AND GRAVELLY (LITTLE OR NO FINES) Q O O O C GP POORLY-GRADED GRAVELS, j/\ SOILS O O GRAVEL-SAND MIXTURES /\/\ \ CC Cement Concrete COARSE M GRAVELS WITH SILTY GRAVELS,GRAVEL-SAND ORE THAN 50% GM -SILT MIXTURES GRAINED OF COARSE FINES CR FRACTION Quarry Spalls Crushed � SOILS RETAINED ON NO (APPRECIABLE AMOUNT CLAYE C OF FINES p GC SAND—CLAY MIXTURESY GRAVEL VEL- TS Topsoil/ sw WELL-GRADED SANDS, Forest Duff/Sod CLEAN SANDS GRAVELLY SANDS MORE RETAINED AN NO SAND Groundwater Contact RETAINED SIEVE NO. AND (LITTLE OR NO FINES) > 200 SIEVE SANDY SP POORLY-GRADED SANDS, SOILS GRAVELLY SAND Measured groundwater level in exploration,well,or piezometer MORE THAN 50% SANDS WITH SM SILTY SANDS,SAND-SILT OF COARSEFINES RE MIXTURES CO Measured free product in well or PAS SIEVENG Q4 _ piezometer (APPRECIABLE AMOUNT SC CLAYEY SANDS,SAND-CLAY OF FINES) MIXTURES INORGANIC SILTS,ROCK Graphic Log Contact ML FLOUR,CLAYEY SILTS WITH SLIGHT PLASTICITY Distinct contact between soil strata or INORGANIC CLAYS OF LOW TO units SILTS MEDIUM PLASTICITY,GRAVELLY geologic AND LIQUID LIMIT CL CLAYS,SANDY CLAYS,SILTY FINE LESS THAN 50 CLAYS,LEAN CLAYS GRAINED CLAYS Approximate location of soil strata SOILS OL ORGANIC SILTS AND ORGANIC / change within a geologic soil unit SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS,MICACEOUS Material Description Contact MORE THAN 50% I I I I MH OR DIATOMACEOUS SILTY PASSING NO.200 SIEVE Distinct contact between soil strata or SILTS AND LIQUID LIMIT / / CH INORGANIC CLAYS OF HIGH geologic units GREATER THAN50 PLASTICITY CLAYS OH ORGANIMEDIUM TO HIGH AL SILTS OF ———— Approximate location of soil strata MEDIUM TO HIGH PLASTICITY change within a geologic soil unit HIGHLY ORGANIC SOILS — — — PT PEAT,HUMUS,SWAMP SOILS WITH HIGH ORGANIC CONTENTS Laboratory/ Field Tests NOTE: Multiple symbols are used to indicate borderline or dual soil classifications %F Percent fines Sampler Symbol Descriptions AL Atterberg limits CA Chemical analysis 2.4-inch I.D.split barrel CID Laboratory compaction test CS Consolidation test DS Direct shear Standard Penetration Test(SPT) HA Hydrometer analysis ■ MC Moisture content Shelby tube MD Moisture content and dry density OC Organic content Piston PM Permeability or hydraulic conductivity PI Plasticity index Direct-Push PP Pocket penetrometer PPM Parts per million ® Bulk or grab SA Sieve analysis TX Triaxial compression UC Unconfined compression Blowcount is recorded for driven samplers as the number VS Vane shear of blows required to advance sampler 12 inches(or distance noted). See exploration log for hammer weight Sheen Classification and drop. NS No Visible Sheen A"P"indicates sampler pushed using the weight of the SS Slight Sheen drill rig. MS Moderate Sheen HS Heavy Sheen NT Not Tested NOTE:The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be representative of subsurface conditions at other locations or times. KEY TO EXPLORATION LOGS GMENGINEERS FIGUREA-1 Start End Total 16.5 Logged By BTK Driller Holocene Drilling, Inc. Drilling Hollow Stem Auger Drilled 2/25/2016 2/25/2016 Depth(ft) Checked By US Method Hammer Auto Hammer Drilling BK-81 Truck DOE Well I.D.: BJL 562 Data 140(Ibs)/30(in)Drop Equipment A 2(in)well was installed on 2/25/2016 to a depth of 15 Surface Elevation(ft) 29 Top of Casing (ft). Vertical Datum NAVD88 Elevation(ft) 29'40 Groundwater Depth to Easting(X) 1292388.72 Horizontal WA Date Measured Water ft Elevation(ft) Northing(Y) 150843.26 Datum NAD83(feet) 3/29/2016 2.1 26.9 Notes: FIELD DATA WELL LOG d a. cw o y z > MATERIAL o o Steel surface o o d _� DESCRIPTION 2� 4:� _ onument Z o " a� n .N a� ur.2 aa) ro E aa) o o m m m m o T o o 9 o W W m U NF C7 0U 28 iiU /� o AC Approximately 6 inches sphalt concrete /�� ncrete surface seal GW Gravel with sand(medium dense,moist)(fill) 10 SM Gray silty sand(loose,wet)(alluvium) Bentonite 3.0 -- —————————————————— 2-inch Schedule ,yh ML Gray sandy silt(soft,wet) 40 PVC well casing 5-1 18 3 1 5.0 2 M�7- Gray silt with trace organicmatter(grass and wood chunk)(soft,wet) ryo Snn Gray silty fine sand(loose,wet) Colorado Silica Sand 10 18 6 3 2-inch Schedule 40 PVC screen, -- ------------------ 0.01-inch slot 4 ML Gray sandy silt(soft,wet) width ML Gray silt with sand with occasional organic 3 matter(wood chunk)(very stiff,wet) F 5 8 21 5 15.0 o -- —————————————————— s SM Gray silty fine sand(dense,wet) W c 0 N K W Z Z W O O E ti E ti m (7 zz 6 Note:See Figure A-1 for explanation of symbols. Log of Monitoring Well B-1 Project: Kent Groundwater Study G M E N G I N E E RJ /// Project Location: Kent, Washington j� Figure A-2 Project Number: 0410-195-00 Sheet 1 of 1 Start End Total 16 Logged By BTK Driller Holocene Drilling, Inc. Drilling Hollow Stem Auger Drilled 2/25/2016 2/25/2016 Depth(ft) Checked By US Method Hammer Auto Hammer Drilling BK-81 Truck DOE Well I.D.: BJL 561 Data 140(Ibs)/30(in)Drop Equipment A 2(in)well was installed on 2/25/2016 to a depth of 15 Surface Elevation(ft) 28 Top of Casing (ft). Vertical Datum NAVD88 Elevation(ft) 28.50 Groundwater Depth to Easting(X) 1292406.89 Horizontal WA Date Measured Water ft Elevation(ft) Northing(Y) 152074.93 Datum NAD83(feet) 3/29/2016 1.6 26.4 Notes: FIELD DATA WELL LOG d a. �, c w 6 y z > @ MATERIAL o o Steel surface o o d _� DESCRIPTION 2� monument Z o a� n .N a) u:? m °� 43) o o m m m m o� o o so o AC Approximately 3 inches asphalt concrete GW Gravel with sand(medium dense moist)(fill) /X / Concrete Surface 1 Q Seal _ GM Brown-gray silty fine to coarse gravel with sand tv - and occasional cobbles(loose,wet) Bentonite tih 3.0 2-inch Schedule 40 PVC well casing s 7 6 1 5.0 2 SM Gray silty fine sand(loose,wet)(alluvium) �yo Colorado Silica Sand 10 18 12 3 Grades to medium dense 2-inch Schedule 40 PVC screen, 0.01-inch slot width x 0 15 11 6 4 Grades to loose 15.0 W (7� w O ti 0 N K W Z Z W O O E ti E ti m (7 F z 6 Note:See Figure A-1 for explanation of symbols. Log of Monitoring Well B-2 Project: Kent Groundwater Study G M E N G I N E E RJ /// Project Location: Kent, Washington j� Figure A-3 Project Number: 0410-195-00 Sheet 1 of 1 04 83 92 fllVATION 24.a ELEVATION 24.6 tLEVATION 24.1 wn m—O-IG-LT OAfi DLILLDO O-IL-4'l p4iE DRILLED O-IG-4T mrs DLllD O-IS-LT 2 - LAyELfp ffONN SILT. Rr FNF NNO. ¢4"S .� tAND 1 4LAVFL calllE sf—(FILL?) O {SWf LMEY MET,laTN41 oNANI< vI-T/' --- L0.oWN 71LT-MOOfRATGLV LIEM ACt{S -_ MttnR-1tlpfLATLLY fOM D :�-g - 10 N'Ot"1{ 44Y 1 w"I Ni WITH E oLLANK 4 _ 11 ftOwN It LELY NLT I YNGTATION 20 _ rAINS'WRY FINE SANDY SILT °Z _ MLDFRATFLY aLM - W1TTF!-fOPT TO MDOflgtELY FIRM K,I- /AROWY/ GLAND Wee. 5' N-N•4T- �-- -� DLQC 4RAY VFLY....INOY GILT, 10 SRft-� )L2Z _t. !RV lOPr S S�3' T V N weR LRgv>IITY FWf GIL -VERY Flue AY uY IRY WNN W I[M M >l.Gz-fi .Y {yNO,foME VEGETATION, - so.Tt-O4 S25 -MmrRATKV F LOOSE TD MlgYM DENSE 4L4 Tr { -- LMDlS G4Y f 1 _ GRADES iO SILTY VELY FINE igNp- - pv Y.i.SaMF fILTv pf4r:AVERS, -T `; .y yF r N{Z-!G -- {O05[.fNCOUNtfLfO WATER.3oNE 6 f0 T SSSZ-ff ID {•4Z -- fNf-MEDIUM>AMO L,1YlL4 _iLF]-SG Tj� jc� �� 'GREY aIACC iN1f GANG WIT"IITTL! 2! -- S S LA LSD FROWN MAT AMD 4RAY- SILT,T mml flli LAMINATYMM fLALN FWf-MEDIUM SANG, S S f wOWN—Y PEAT-LOFT MfDiUM WMK DIUM DENSE �$- RGZ K Il S O f—AN.SAND-LODGE 101Z•2e S 5 aMONITWD YIAR[ { F.` GwY W{Y NYi s4N0Y iLT Po OFAY iS - l {�- SAMD��O UNfY Y64ETAT�ONFlNf ' e fut•u s'—S {LT wfN tsAE amAML MA.tR. [aL=-n G ND, INS a.ij'•n NOaunLY n2M —MSz•> cue eTTY veRr Ilxt 34 alt.FW EDILM E-M LAND wIM ATION LOf{r y.4 wovuceaMoAAA el. alz-se LR To Luv w.ry uND :4 > 4 cP f ue f.x°.'IN YEOET.ra4 wal-!i 14 fAALN A.GAND, 2lc7>L nL,1 t= MEDIUM DeNff ' t T —Y NLr wlrN Avlaf aF ALAc[NNe IT C east-p FRit•G3 DM1D.L04TMYS O NIL AIATTtR. A. ast•9f :! 4 K60 f444a FINE NND 1 SOFT TO MODER.1nLV f12A1 GAADE3 TO VERY NNE-FINE SAND �- �o.SZ-93 �� Of0.ATFLY YI2M Guv NLT.fp1t A I-lo �S_ GfAv IILT Wirm fLLANK,MATTGA-SOFT !+�; OLGANIO—se. �=Il - LYY NLT MTN SOME OtOWK"not, - fNY MI.T.DOME PEATY{LT NVfID t SI.{z•{1 __ OW110NAL (Ill LA.9 k..E fAOMtRlKY FIEM tpFT Po Mo0r0.ATiLY FIfN 41,41-14 _ -___ ' -- -- H•1•Ti _s62 _- S T 45AZ '� FLALMFIITs-NONLATELY FNw f _�_ MH TO my ilMf NNpv>aT, ,'.'>•Ra -_ — GLADES r0 vGlY FIN[l.NDY GILT tY YD _ ONATf V FISH JW TN s 7 M (CM OfMMK wT Iprt_es _ LA �_ GuoHNwLAMF CLAY SKrr F SAND 25.c-9L t - � -_ LI.tL .: WITN L LAM NATIONS X �S µb EMO OGx1i MAUF[WIM i'. Dt - 111F1.R/M sAND-0[NGF SS �_ MAu GDIE-MLDIUM YND W11H 4oME .�S NIgVED - Sofa FINE-MEDIUM-lAARSf SAND j0 � G[AViL AND WoODDiRAGMf4Ts. K.iZ-0021 _ FlNEAIs.WOY ANNFf�ILAYIR�CRY -� AAZ-OD yJ MEOIYM CFNfF !4 641 S N L F wMf f.',. I,., NFAVGD,WAiGR LISIYc sG _ SILT I1 tt • 39 ' �(_ - <occMisKua4ni rvL�lr.! I MATED f RFILLED WITN NATIVE - N - W nx l L DROy AVOEMAIal RFw�YW GRAw2LVifOMYO T�Z RMLAL TO Y _ f ACN N 0 w OMY `.• FlfiOWTGR lfN AT ELfV.-l0 � <,{�` IG4Z-Io! I{AZ .' AT mM/IETION OF ITORNG. yORellitOL iu f`IiT"ll GLM P{A IAI 44 tOFUF�UNiR N _-- sDME SILT LAVE[s 40 i voRYw wLLllufD wlrH TIVE St MAio"fi[R A PH RAVEL AbuN) I AT 1 METROPOLITAN ENGc.INEERS PLATE A. LOG OF BORINGS A-4 ..t— sad Bias sgsti 90 HlVATION 26.4 ELFvgiION 2L4 ELE vrION 23.9 lLFV1T10N t6.2 � OAT.ON-ED G-23-4T DATE DtILLED e-14-4T DATE -11C.D-SI-4r orf pQIIIED G-2Q-4T ''.�____ L9DWI wr GAND/4Gvn CFILL) 1v6 :^;:• uD k 4GYtL CiuL) i - EAaWNN GV vGRY iFl!WIDY>M1, l4TZ•-6Y ' x'-"� &RAI FLY�u�-vERY FNi / - yaowN siLi wire NofS >oGT =- �FwF-vFtr FIRE Gup LT filet-!4 -- NittGTNY FlQM I4 :I�' 9-I-il-t-2�-A: 44aDE>GGY 9.1-4t LOosF O - OGY GILTY VftY DNE BAND,FAWT %!•�-ii 6� LIv![FD*CA vNv Fu!G siLT �.ItZ - i •'�S soil•x _= EfpDIN4-Loos! - —YWYFlN4-GIN 5 -- NCOuxTE0.E0 i!¢ .)�_ - wN iDe[AOLE Ol4Auic 1MTIfR,T ��EOZiL 4� SOME TxM FEAT IAMIUISUDNi 1i.1-H - i woiaArE�Y q. 4 Z ____ tw«nxFG[uiv wi'WFD Nx IATF[t ! �£ 40i OLiAMK rNAT«T42 ASITLANIxATcx9 4117-11 L Yq FE•dxF K4- 16 tN¢�Y+i T-tOo>l roGlipuM IO �- IS;f A loo1V GIXF vND wlrx SILT. - I! _= eGr Flxe�vrer NNt sANo.aeNt alLrs %1, fiav - srrl x = LDoae MeowN aNc. «AZ'T! cGILr igrets 6 N T wed Aw, _wwN FEArY a ou G ,__ !o !�y F r. - 4 socr e 4 ss.e1_!i oe+ To%Tr R -' _; A tY+I NSIDUAe.E SILT W4V PoNi MND - 6G41-i6 Nlc MATTER-LSDFT - NfE FlN!-NFdYN OIYN OlNf! f2f]A-fl tQl�•90 ' __= t LAVDFf0.AE woo NrV-i ci SILT,SDxe ]LdL A»IE 335. roi -f! _ - - SI 3LtT-TT ___ uv FIN!-vFar FIDE >ANOV.11 N.Izbi M•tR DW N.o W/NfTLf SILT•YNzuN DEW. .i-A0P-$CyY MGiItMW4 AML ftG YaGT1l1IL/F MT4 i WHIY N4M.•A1TIV! 21.11-9-L a_ i• LTNLAYFt1 SDDNE oR4gN1R1 AL -- W--TTTC- M19 ___ uNFrzFo[MDF TfAR[Ar W �"'A CA— -: lRY w 16.1i-ro! ISedWf1VYb.N-SN AAfF44RD W ATFIZOMTIR -AL' "AFee 1IF 4 O J-ID W 19f !I loNF VNv Fui MNp LAVF0.G 19 - z K.T•� 'C 1 4GY GILT W11,fILTr FIAT LNAIYgTwxG, f �F- 7 -jr FIN! SAND LAYEQ3, w -- SairlR Y GJ'"fc - b1� G WN[If'YTFD YN DEN!ro�Dc-4SiN >aNF ILT GM�N.TIDN+ NlAVlO 4GY GIIT-SOFT -40 4GY 4LANFL WITN DOME GAND 4.97 NFAVED Du Oo[do NgGAF1LlFD W NATNE MATE¢NL -60 raoiou TAN FN—Exs LOG OF BORINGS PLATE A-S ., rra' era+ � '+►� -< HEVATION 24.2 ELEVATION 2T.5 ELEVATION Y0.•q lLEVAtIOu yO.y DATE OF DRILLING B-21-4T DATE OF D-LIN4 D-[I-4T DATE OF DRILLING 6-22-47 MI.OF WILLING, D21-L1 f 9D L / I mNv cover F D4OWN FINE SAND-MR.R.m DFNGD T == oDG4�ilLYN FI41 SILT, IN,WITN HRY GIN.....Y V[RY FAVF E y3 FKT LAMINATIONS-.OFT i,A.A-DS DEOVnI-EILACK iIu!•MEDIVN 5A , t'.ySAA.v SILT-NODlPgTlLV FIRM 2 M.DNIA DINS! t[•0.{x — 4FAY YNY FWi SANDY M T R NLTv IS OLACK TO GR4Y VFRV F.AIAI.ATO FlNE �'SR'W' f� oMf ORGANIC MATTt[p 20 4-y? MY 11W SANG-NODYNlLv 1 ,6 s•uD O xK WTrFR 12 - NW.FMIOLY RED WT-91 M[O NE nNZ-{{ _4 MGDIVM DFNSF meX-rl =r ,9 Y ne`IAiie 2F .D NM SAND,R S �imse TD.-U.,D Nse q—.-AEAV T lb o.YEY SKT WmN D V FINE GGIANIDi GOMF RLANIe wTTFR 24Fy-IW —TY LMIMAT.--.--I A S .F To DM D4NSE K hIY NTLY COP¢se!A CLE4NFQ wAIR.12.5 r•'°Z'% - s 16 i Syyyn...•e7aFi y:, I NFAVED NF/DE5 TO i E- .U.1AN l D FxNTL .—D FINE-.—ALA N LF.i�•GD �`riR;ALT,SOMt ol4wMK AVFD Z' PoIOQ M SAMFLINO�/ —Zx.1X•W IP F.N. IUN 0 MODFPAT.LY bFT _ I SAND-IOOSE YIX•{S K�iM!.ANDY „LAWNITON. 4 ID GRADE. F !-MADIVM SA L� LAGC FAA....D WITN SOME T -- ID Yt<,�, LAYNS OR LAMIMATIONSy 12 __ J1:G's ID x IAWN. DRNSE G MEz NA O I` �_ LAVE!.-WOF[AT.LV FIRM N x[ 19 —IR{X IF •- CWlINO AKCFIM.lO wTN NATIV! WTIet1AL tiGf9TD MrRNRAV/LYE / MATERIAL I{ IN INS Ot.&AN.Mg,W-,,I I AROUND ONIYONFrE, F •J 24.R•9[ I X M41N0 .ACKFILlEO iN NATIv. 5�1RA FLE,4 � MAifiRIAt S-EI6FPoA GAVEL �DLALIf FlN!NND•EDMIF MIN MLT 1 A—.F IP i a I.AYRAIG 3�TS LLEV.-2 MtX-fo — DOtMG LDALCFI G W—"A"T 2. MATERIA I •�. NE i ROFOLITAN ENGINEERS LOG OF BORINGS PLATE A-6 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(s)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 dated December 5, 2018 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 76th Avenue Roadway Improvements project located 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; 1 Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences;www.asfe.org. GEOENGINEERS� May29,2019 I PageC-1 File No.0410-206-00 ■ elevation, configuration, location, orientation or weight of the proposed structure; ■ 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. 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. 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 GEOENGINEER� May29,2019 I PageC-2 File No.0410-206-00 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 differ from those anticipated, and to evaluate whether earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this 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 submittingthe 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 providingthe 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 confer with GeoEngineers and/or 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. GEOENGINEER� May29,2019 I PageC-3 File No.0410-206-00 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. A Client that desires these specialized services is advised to obtain them from a consultant who offers services in this specialized field. GEOENGINEERS� May29,2019 I PageC-4 File No.0410-206-00 HEADWALL INFILL SHEET Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 8 January 29, 2024 Project Number: 20-3028 2X4'A" .W.E.C.1'-2"O EXISNNG HEADWALL BIRDS BEAN NNNEL E%IS1NG HEADWALL ATTACH TO HEAD WALL FORM SNAP LIES ♦ PLACE CONCRETE 1HRU - WTH CONCRETE NAILS BIRDS BEAK OVER POUR FOR I � FULL COVERAGE /4 O.0 I CENTER OF WALL 7, 10"MI OUTSIDE 2X4 WALE T1P. #4 BAR GRID REMOVE EXCESS WHILE CONCRETE IS STILL .:r 7, ::r GREEN 2" `II• 2X4 WALE TYP. •�� I�• FILL P A GRAVEL MI%ECONCRETE TYP. II II• .11� j l• 6-SO BAR IN 2"DEEP EPDXY SOCKET 3"PLYWOOD _ _ ' TO HOLD nlE POSITION OF 1HE #4 BAR ID OUTER FORM i ENTER #4 BAR IN SOCKET I� lYP 2BCTTOMO&SSIDES O"PLYWOOD FORM AND WALES NOT OUTER FORM r ------ -----------------{`----------------� SHOWN THIS SIDE BACKSIDE VIEW "'I FRONT SIDE VIEW BIRDS BEAK SECTION E 3 PSI CONCRETE PEA GRAVEL MIX LEE USE FORM RELEASE OIL • USE EXTERNAL NBRATION(HAMMERS ON FORM WORK)FOR FULL OVER—POOR AT BIRDS BEAK TO PROVIDE FULL COVERAGE REMOVE EXCESS OVERPOUR WHILE CONCRETE IS STILL GREEN • REMOVE FORMS AFTER)DAYS. A 4 4.3 e •411/23/23 HEADWALL-INFILL T a SHEARER DESIGN ;mom — NNA)"N'CoeHetm¢IWpalw.Ida—,ma.o KENT NATIONWIDE PERMIT (NWP) 14 Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 9 January 29, 2024 Project Number: 20-3028 NATIONWIDE PERMIT 14 �y GCP43OfQy US Army Corps of Engineers Seatlle Districi a; Terms and Conditions 2021 NWPs - Final 41; Effective Date: February 25, 2022 A. Description of Authorized Activities B. U.S. Army Corps of Engineers (Corps) National General Conditions for All Final 41 NWPs C. Seattle District Regional General Conditions D. Seattle District Regional Specific Conditions for this Nationwide Permit(NWP) E. 401 Water Quality Certification (401 WQC)for this NWP F. Coastal Zone Management Consistency Response for this NWP In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met, as applicable, for a Nationwide Permit (NWP)authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES 14. Linear Transportation Projects. Activities required for crossings of waters of the United States associated with the construction, expansion, modification, or improvement of linear transportation projects (e.g., roads, highways, railways, trails, driveways, airport runways, and taxiways) in waters of the United States. For linear transportation projects in non-tidal waters, the discharge of dredged or fill material cannot cause the loss of greater than 1/2-acre of waters of the United States. For linear transportation projects in tidal waters, the discharge of dredged or fill material cannot cause the loss of greater than 1/3- acre of waters of the United States. Any stream channel modification, including bank stabilization, is limited to the minimum necessary to construct or protect the linear transportation project; such modifications must be in the immediate vicinity of the project. This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats, necessary to construct the linear transportation project. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges of dredged or fill material, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows. Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be revegetated, as appropriate. This NWP cannot be used to authorize non-linear features commonly associated with transportation projects, such as vehicle maintenance or storage buildings, parking lots, train stations, or aircraft hangars. Notification: The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity if: (1)the loss of waters of the United States exceeds 1/10-acre; or(2)there is a discharge of dredged or fill material in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10 and 404) Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. Linear transportation projects must comply with 33 CFR 330.6(d). Note 2: Some discharges of dredged or fill material for the construction of farm roads or forest roads, or temporary roads for moving mining equipment, may qualify for an exemption under Section 404(f) of the Clean Water Act(see 33 CFR 323.4). Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings that require Department of the Army authorization but do not require pre-construction notification (see paragraph (b)(4) of general condition 32). The district engineer will evaluate the PCN in accordance with Section D, "District Engineer's Decision."The district engineer may require mitigation to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see general condition 23). B. CORPS NATIONAL GENERAL CONDITIONS FOR ALL 2021 NWPs - FINAL 41 Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b)Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c)The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his or her authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 2 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre-construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre-construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow, or during low tides. 13. Removal of Temporary Structures and Fills. Temporary structures must be removed, to the maximum extent practicable, after their use has been discontinued. Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity-specific conditions added by the district engineer to an NWP authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If a proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, the permittee must submit a pre-construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. Permittees shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has 3 determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river(e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. 17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act(ESA), or which will directly or indirectly destroy or adversely modify designated critical habitat or critical habitat proposed for such designation. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless ESA section 7 consultation addressing the consequences of the proposed activity on listed species or critical habitat has been completed. See 50 CFR 402.02 for the definition of"effects of the action"for the purposes of ESA section 7 consultation, as well as 50 CFR 402.17, which provides further explanation under ESA section 7 regarding "activities that are reasonably certain to occur" and "consequences caused by the proposed action." (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA (see 33 CFR 330.4(f)(1)). If pre-construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if any listed species (or species proposed for listing) or designated critical habitat(or critical habitat proposed such designation) might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat or critical habitat proposed for such designation, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally-listed endangered or threatened species (or species proposed for listing)or designated critical habitat(or critical habitat proposed for such designation), the pre-construction notification must include the name(s)of the endangered or threatened species (or species proposed for listing)that might be affected by the proposed activity or that utilize the designated critical habitat(or critical habitat proposed for such designation)that might be affected by the proposed activity. The district engineer will determine whether the proposed activity"may affect" or will have"no effect" to listed species and designated critical habitat and will notify the non-Federal applicant of the Corps' determination within 45 days of receipt of a complete pre-construction notification. For activities where the non-Federal applicant has identified listed species (or species proposed for listing) or designated critical habitat (or critical habitat proposed for such designation)that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have"no effect" on listed species (or species proposed for listing or designated critical habitat (or critical habitat proposed for such designation), or until ESA section 7 consultation or conference has been completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d)As a result of formal or informal consultation or conference with the FWS or NMFS the district engineer may add species-specific permit conditions to the NWPs. (e)Authorization of an activity by an NWP does not authorize the"take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.)from the FWS or the NMFS, the 4 Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of"take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project or a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section 10(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued the ESA section 10(a)(1)(B) permit to determine whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation conducted for the ESA section 10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre-construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their world wide web pages at http://www.fws.gov/or http://www.fws.gov/ipac and http://www.nmfs.noaa.gov/pr/species/esa/ respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring that an action authorized by an NWP complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting the appropriate local office of the U.S. Fish and Wildlife Service to determine what measures, if any, are necessary or appropriate to reduce adverse effects to migratory birds or eagles, including whether"incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20. Historic Properties. (a) No activity is authorized under any NWP which may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)(1)). If pre-construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted, then additional consultation under section 106 may be necessary. The respective federal agency is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre-construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre-construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation 5 Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts commensurate with potential impacts, which may include background research, consultation, oral history interviews, sample field investigation, and/or field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR 800.2(c)when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. (d) Where the non-Federal applicant has identified historic properties on which the proposed NWP activity might have the potential to cause effects and has so notified the Corps, the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. For non- federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non-Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA(54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. Permittees that discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by an NWP, they must immediately notify the district engineer of what they have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, 52, 57 and 58 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed by permittees in the 6 designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after she or he determines that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: (a)The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses)will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. (c) Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10-acre and require pre-construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity-specific waiver of this requirement. For wetland losses of 1/10-acre or less that require pre- construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. (d) Compensatory mitigation at a minimum one-for-one ratio will be required for all losses of stream bed that exceed 3/100-acre and require pre-construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity-specific waiver of this requirement. This compensatory mitigation requirement may be satisfied through the restoration or enhancement of riparian areas next to streams in accordance with paragraph (e)of this general condition. For losses of stream bed of 3/100-acre or less that require pre-construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. Compensatory mitigation for losses of streams should be provided, if practicable, through stream rehabilitation, enhancement, or preservation, since streams are difficult-to-replace resources (see 33 CFR 332.3(e)(3)). (e) Compensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation easements)of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. If restoring riparian areas involves planting vegetation, only native species should be planted. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. 7 (1)The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in-lieu fee program credits (see 33 CFR 332.3(b)(2)and (3)). However, if an appropriate number and type of mitigation bank or in-lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee- responsible mitigation. (2)The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR 332.3(f).) (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee- responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2)through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). If permittee-responsible mitigation is the proposed option, and the proposed compensatory mitigation site is located on land in which another federal agency holds an easement, the district engineer will coordinate with that federal agency to determine if proposed compensatory mitigation project is compatible with the terms of the easement. (5) If mitigation bank or in-lieu fee program credits are the proposed option, the mitigation plan needs to address only the baseline conditions at the impact site and the number of credits to be provided (see 33 CFR 332.4(c)(1)(ii)). (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any NWP activity resulting in the loss of greater than 1/2-acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in-lieu fee programs, or permittee-responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee-responsible mitigation may be environmentally preferable if there are no mitigation banks or in-lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i)Where certain functions and services of waters of the United States are permanently adversely affected by a regulated activity, such as discharges of dredged or fill material into waters of the United 8 States that will convert a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non-Federal applicants to demonstrate that the structures comply with established state or federal, dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. (a)Where the certifying authority (state, authorized tribe, or EPA, as appropriate) has not previously certified compliance of an NWP with CWA section 401, a CWA section 401 water quality certification for the proposed discharge must be obtained or waived (see 33 CFR 330.4(c)). If the permittee cannot comply with all of the conditions of a water quality certification previously issued by certifying authority for the issuance of the NWP, then the permittee must obtain a water quality certification or waiver for the proposed discharge in order for the activity to be authorized by an NWP. (b) If the NWP activity requires pre-construction notification and the certifying authority has not previously certified compliance of an NWP with CWA section 401, the proposed discharge is not authorized by an NWP until water quality certification is obtained or waived. If the certifying authority issues a water quality certification for the proposed discharge, the permittee must submit a copy of the certification to the district engineer. The discharge is not authorized by an NWP until the district engineer has notified the permittee that the water quality certification requirement has been satisfied by the issuance of a water quality certification or a waiver. (c)The district engineer or certifying authority may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur(see 33 CFR 330.4(d)). If the permittee cannot comply with all of the conditions of a coastal zone management consistency concurrence previously issued by the state, then the permittee must obtain an individual coastal zone management consistency concurrence or presumption of concurrence in order for the activity to be authorized by an NWP. The district engineer or a state may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer(see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its CWA section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is authorized, subject to the following restrictions: (a) If only one of the NWPs used to authorize the single and complete project has a specified acreage limit, the acreage loss of waters of the United States cannot exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed W-acre. (b) If one or more of the NWPs used to authorize the single and complete project has specified acreage limits, the acreage loss of waters of the United States authorized by those NWPs cannot exceed their respective specified acreage limits. For example, if a commercial development is constructed under NWP 39, and the single and complete project includes the filling of an upland ditch authorized by NWP 46, the maximum acreage loss of waters of the United States for the commercial development under NWP 39 cannot exceed 1/2-acre, and the total acreage loss of waters of United States due to the NWP 39 and 46 activities cannot exceed 1 acre. 9 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a)A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity-specific conditions; (b)A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(I)(3)to confirm that the permittee secured the appropriate number and resource type of credits; and (c)The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affecting Structures or Works Built by the United States. If an NWP activity also requires review by, or permission from, the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE)federally authorized Civil Works project (a "USACE project'), the prospective permittee must submit a pre-construction notification. See paragraph (b)(10) of general condition 32. An activity that requires section 408 permission and/or review is not authorized by an NWP until the appropriate Corps office issues the section 408 permission or completes its review to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre-Construction Notification. (a) Timing. Where required by the terms of the NWP, the prospective permittee must notify the district engineer by submitting a pre-construction notification (PCN)as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 10 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2)45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is"no effect" on listed species or"no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre-Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s)the prospective permittee wants to use to authorize the proposed activity; (4) (i)A description of the proposed activity; the activity's purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre-construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. (ii) For linear projects where one or more single and complete crossings require pre-construction notification, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters (including those single and complete crossings authorized by an NWP but do not require PCNs). This information will be used by the district engineer to evaluate the cumulative adverse environmental effects of the proposed linear project, and does not change those non-PCN NWP activities into NWP PCNs. 11 (iii) Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (5)The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial and intermittent streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45-day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (6) If the proposed activity will result in the loss of greater than 1/1 0-acre of wetlands or 3/100-acre of stream bed and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non-federal permittees, if any listed species (or species proposed for listing)or designated critical habitat (or critical habitat proposed for such designation) might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat (or critical habitat proposed for such designation), the PCN must include the name(s) of those endangered or threatened species (or species proposed for listing)that might be affected by the proposed activity or utilize the designated critical habitat (or critical habitat proposed for such designation)that might be affected by the proposed activity. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act; (8) For non-federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposed activity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act; (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a"study river"for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the"study river" (see general condition 16); and (10) For an NWP activity that requires permission from, or review by, the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers federally authorized civil works project, the pre-construction notification must include a statement confirming that the project proponent has submitted a written request for section 408 permission from, or review by, the Corps office having jurisdiction over that USACE project. (c) Form of Pre-Construction Notification: The nationwide permit pre-construction notification form (Form ENG 6082)should be used for NWP PCNs. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer has established tools and procedures for electronic submittals. (d)Agency Coordination: (1)The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity's adverse environmental effects so that they are no more than minimal. 12 (2)Agency coordination is required for: (i) all NWP activities that require pre-construction notification and result in the loss of greater than 1/2-acre of waters of the United States; (ii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iii) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3)When agency coordination is required, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone, facsimile transmission, or e-mail that they intend to provide substantive, site-specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre- construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure that the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act. (5)Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre- construction notifications to expedite agency coordination. C. SEATTLE DISTRICT REGIONAL GENERAL CONDITIONS: The following conditions apply to the 2021 NWPs- Final 41 NWPs for the Seattle District in Washington State, as applicable. RGC 1, Project Drawings Drawings must be submitted with pre-construction notification (PCN). Drawings must provide a clear understanding of the proposed project, and how waters of the United States will be affected. Drawings must be originals and not reduced copies of large-scale plans. Engineering drawings are not required. Existing and proposed site conditions (manmade and landscape features) must be drawn to scale. RGC 2, Aquatic Resources Requiring Special Protection A PCN is required for activities resulting in a loss of waters of the United States in wetlands in dunal systems along the Washington coast, mature forested wetlands, bogs and peatlands, aspen-dominated wetlands, alkali wetlands, vernal pools, camas prairie wetlands, estuarine wetlands, and wetlands in coastal lagoons. RGC 3, New Bank Stabilization in Tidal Waters of Puget Sound Activities involving new bank stabilization in tidal waters in Water Resource Inventory Areas (WRIAs)8, 9, 10, 11 and 12 (within the areas identified on Figures 1a through 1e) cannot be authorized by NWP. RGC 4, Commencement Bay No permanent losses of wetlands or mudflats within the Commencement Bay Study Area may be authorized by any NWP (see Figure 2). 13 RGC 5, Bank Stabilization All projects including new or maintenance bank stabilization activities in waters of the United States where salmonid species are present or could be present, requires PCN to the U.S. Army Corps of Engineers (Corps) (see NWP general condition 32). For new bank stabilization projects only, the following must be submitted to the Corps: a. The cause of the erosion and the distance of any existing structures from the area(s) being stabilized. b. The type and length of existing bank stabilization within 300 feet of the proposed project. c. A description of current conditions and expected post-project conditions in the waterbody. d. A statement describing how the project incorporates elements avoiding and minimizing adverse environmental effects to the aquatic environment and nearshore riparian area, including vegetation impacts in the waterbody. In addition to a. through d., the results from any relevant geotechnical investigations can be submitted with the PCN if it describes current or expected conditions in the waterbody. RGC 6, Crossings of Waters of the United States Any project including installing, replacing, or modifying crossings of waters of the United States, such as culverts or bridges, requires submittal of a PCN to the U.S. Army Corps of Engineers (see NWP general condition 32). If a culvert is proposed to cross waters of the U.S. where salmonid species are present or could be present, the project must apply the stream simulation design method from the Washington Department of Fish and Wildlife located in the Water Crossing Design Guidelines (2013), or a design method which provides passage at all life stages at all flows where the salmonid species would naturally seek passage. If the stream simulation design method is not applied for a culvert where salmonid species are present or could be present, the project proponent must provide a rationale in the PCN sufficient to establish one of the following: a. The existence of extraordinary site conditions. b. How the proposed design will provide equivalent or better fish passage and fisheries habitat benefits than the stream simulation design method. Culverts installed under emergency authorization that do not meet the above design criteria will be required to meet the above design criteria to receive an after-the-fact nationwide permit verification. RGC 7, Stream Loss A PCN is required for all activities that result in the loss of any linear feet of streams. RGC 8, Construction Boundaries Permittees must clearly mark all construction area boundaries within waters of the United States before beginning work on projects that involve grading or placement of fill. Boundary markers and/or construction fencing must be maintained and clearly visible for the duration of construction. Permittees should avoid and minimize removal of native vegetation (including submerged aquatic vegetation)to the maximum extent possible. RGC 9, ESA Reporting to NMFS For any nationwide permit that may affect threatened or endangered species; Incidents where any individuals of fish species, marine mammals and/or sea turtles listed by National Oceanic and Atmospheric Administration Fisheries, National Marine Fisheries Service (NMFS) under the Endangered Species Act appear to be injured or killed as a result of discharges of dredged or fill material into waters of the U.S. or structures or work in navigable waters of the U.S. authorized by this Nationwide Permit verification shall be reported to NMFS, Office of Protected Resources at(301) 713-1401 and the Regulatory Office of the Seattle District of the U.S. Army Corps of Engineers at (206) 764-3495. The finder should leave the animal alone, make note of any circumstances likely causing the death or injury, note the location and number of individuals involved and, if possible, take photographs. Adult animals should not be disturbed unless circumstances arise where they are obviously injured or killed by discharge exposure or some unnatural cause. The finder may be asked to carry out instructions provided by the NMFS to collect specimens or take other measures to ensure that evidence intrinsic to the specimen is preserved. 14 D. SEATTLE DISTRICT REGIONAL SPECIFIC CONDITIONS FOR THIS NWP: NWP 14 Specific Regional Conditions: 1. A pre-construction notification must be submitted to the district engineer(see NWP general condition 32)for linear transportation project crossings in tidal waters. E. 401 WATER QUALITY CERTIFICATION: Depending on the geographic region of the work authorized by this verification, the appropriate 401 certifying authority has made the following determinations: Washington Department of Ecology(Ecology) (Projects in all areas except as described for the other certifying agencies listed below): General and Specific WQC Conditions A. State General Conditions for all Nationwide Permits In addition to all of the U.S. Army Corps of Engineers' (Corps) national and Seattle District's reg ion al permit conditions, the following state general Water Quality Certification (WQC) conditions apply to all NWPs whether granted or granted with conditions in Washington where Ecology is the certifying authority. Due to the lack of site specific information on the discharge types, quantities, and specific locations, as well as the condition of receiving waters and the quantity of waters (including wetlands)that may be lost, Ecology may need to review the project if one of the following stategeneral conditions is triggered. This case-by-case review may be required, and additional information regarding the project and associated discharges may be needed, to verify that the proposed project would comply with state water quality requirements and if an individual WQC is required or if the project meets this programmatic WQC. 1. In-water construction activities. Ecology WQC review is required for projects or activities authorized under NWPs where the project proponent has indicated on the Joint Aquatic Resource Permit Application (JARPA) question 9e that the project or activity will not meet State water quality standards, or has provided information indicating that the project or activity will cause, or may be likely to cause or contributeto an exceedance of a State water quality standard (Chapter 173-201A WAC)or sediment management standard (Chapter 173-204 WAC). Note: In-water activities include any activity within a jurisdictional wetland and/orwaters. 2. Projects or Activities Discharging to Impaired Waters. Ecology WQC review is required for projects or activities that will occur in a 303(d) listed segment of a waterbody or upstream of a listed segment and may result in further exceedances of the specific listedparameter to determine if the project meets this programmatic WQC or will require individual WQC. To determine if your project or activity is in a 303(d) listed segment of a waterbody, visitEcology's Water Quality Assessment webpage for maps and search tools. 3. Aquatic resources requiring special protection. Certain aquatic resources are unique and difficult-to-replace components of the aquatic environment in Washington. Activities that would affect these resources must be avoided to the greatest extent practicable. Compensating for adverse impacts to high value aquatic resources is typically difficult, prohibitively expensive, and may not be possible in some landscapesettings. Ecology WQC review is required for projects or activities in areas identified below to determine if the project meets this programmatic WQC or will require individual WQC. a. Activities in or affecting the following aquatic resources: 15 i. Wetlands with special characteristics (as defined in the Washington State Wetland Rating Systems for western and eastern Washington, Ecology Publications#14-06-029 and#14-06-030): • Estuarine wetlands. • Wetlands of High Conservation Value. • Bogs. • Old-growth forested wetlands and mature forested wetlands. • Wetlands in coastal lagoons. • Wetlands in dunal systems along the Washington coast. • Vernal pools. • Alkali wetlands. ii. Fens, aspen-dominated wetlands, camas prairie wetlands. iii. Category I wetlands. iv. Category II wetlands with a habitat score >_ 8 points. b. Activities in or resulting in a loss of eelgrass (Zostera marina) beds. This state general condition does not apply to the following NWPs: NWP 20—Response Operations for Oil and Hazardous Substances NWP 32—Completed Enforcement Actions NWP 48—Commercial Shellfish Mariculture Activities 4. Loss of More than 300 Linear Feet of Streambed. For any project that results in the lossof more than 300 linear feet of streambed Ecology WQC review is required to determineif the project meets this programmatic WQC or will require individual WQC. 5. Temporary Fills. For any project or activity with temporary fill in wetlands or other waters for more than six months Ecology WQC review is required to determine if theproject meets this programmatic WQC or will require individual WQC. 6. Mitigation. Project proponents are required to show that they have followed the mitigation sequence and have first avoided and minimized impacts to aquatic resourceswherever practicable. For projects requiring Ecology WQC review or an individual WQC with unavoidable impacts to aquatics resources, a mitigation plan must be provided. a. Wetland mitigation plans submitted for Ecology review and approval shall be based on the most current guidance provided in Wetland Mitigation in Washington State, Parts 1 and 2 (available on Ecology's website) and shall, at aminimum, include the following: i. A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. ii. The nature of the proposed impacts (i.e., acreage of wetlands and functions lost or degraded). iii. The rationale for the mitigation site that was selected. iv. The goals and objectives of the compensatory mitigation project. 16 v. How the mitigation project will be accomplished, including construction sequencing, best management practices to protect water quality, proposed performance standards for measuring success and the proposed buffer widths. vi. How it will be maintained and monitored to assess progress toward goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. vii.How the compensatory mitigation site will be legally protected for the long term. Refer to Wetland Mitigation in Washington State — Part 2: Developing Mitigation Plans (Ecology Publication #06-06-011 b) and Selecting Wetland Mitigation Sites Using a Watershed Approach (Ecology Publications#09-06-032 (Western Washington) and#10-06-007 (Eastern Washington))for guidance on selecting suitable mitigation sites and developing mitigation plans. Ecology encourages the use of alternative mitigation approaches, includingcredit/debit methodology, advance mitigation, and other programmatic approaches such as mitigation banks and in-lieu fee programs. If you are interested in proposing use of an alternative mitigation approach, consult with the appropriate Ecology regional staff person. Information on alternative mitigation approaches is available on Ecology's website. b. Mitigation for other aquatic resource impacts will be determined on a case-by-case basis. 7. Stormwater Pollution Prevention. All projects involving land disturbance or impervious surfaces must implement stormwater pollution prevention or control measures to avoiddischarge of pollutants in stormwater runoff to waters. a. For land disturbances during construction, the applicant must obtain and implement permits (e.g., Construction Stormwater General Permit)where required and follow Ecology's current stormwater manual. b. Following construction, prevention or treatment of on-going stormwater runofffrom impervious surfaces shall be provided. Ecology's Stormwater Management and Design Manuals and stormwater permitinformation are available on Ecology's website. 8. Application. For projects or activities that will require Ecology WQC review, or anindividual WQC, project proponents must provide Ecology with a JARPA or the equivalent information, along with the documentation provided to the Corps, as described in national general condition 32, Pre-Construction Notification (PCN), including, where applicable: a. A description of the project, including site plans, project purpose, direct and indirect adverse environmental effects the project discharge(s)would cause, best management practices (BMPs), and proposed means to monitor the discharge(s). b. List of all federal, state or local agency authorizations required to be used for anypart of the proposed project or any related activity. c. Drawings indicating the OHWM, delineation of special aquatic sites, and other waters of 17 the state. Wetland delineations must be prepared in accordance with thecurrent method required by the Corps and shall include Ecology's Wetland Rating form. Wetland Rating forms are subject to review and verification by Ecology staff. Guidance for determining the OHWM is available on Ecology's website. d. A statement describing how the mitigation requirement will be satisfied. A conceptual or detailed mitigation or restoration plan may be submitted. See stategeneral condition 5. e. Other applicable requirements of Corps NWP general condition 32, Corps regional conditions, or notification conditions of the applicable NWP. Ecology grants with conditions Water Quality Certification (WQC)for this NWP provided that Ecology individual WQC review is not required per the state general conditions (see above) and the following conditions: 1. Ecology WQC review is required if the project or activity is in a known contaminatedor cleanup site to determine if an individual WQC is required or the project meets the programmatic WQC for this NWP. 2. Ecology individual WQC is required for projects or activities authorized under thisNWP if: a. The project or activity impacts more than 1/3 acre of waters; or b. This NWP is authorized in conjunction with any other NWP. Environmental Protection Agency (EPA) (on Tribal Lands where Tribes Do Not Have Treatment in a Similar Manner as a State and Lands with Exclusive Federal Jurisdiction in Washington): On behalf of the 28 tribes that do not have treatment in a similar manner as a state and for exclusive federal jurisdiction lands located within the state of Washington, EPA Region 10 has determined that CWA Section 401 WQC for the following proposed NWPs is granted with conditions. EPA Region 10 has determined that any discharge authorized under the following proposed NWPs will comply with water quality requirements, as defined at 40 C.F.R. § 121.1(n), subject to the following conditions pursuant to CWA Section 401(d). General Conditions: EPA General Condition 1 —Aquatic Resources of Special Concern Activities resulting in a point source discharge in the following types of aquatic resources of special concern shall request an individual project-specific CWA Section 401 WQC: mature forested wetlands; bogs, fens and other peatlands; vernal pools; aspen-dominated wetlands; alkali wetlands; camas prairie wetlands; wetlands in dunal systems along the Oregon or Washington Coast; riffle-pool complexes of streams; marine or estuarine mud-flats; salt marshes; marine waters with native eelgrass or kelp beds; or marine nearshore forage fish habitat. To identify whether a project would occur in any of these aquatic resources of special concern, project proponents shall use existing and available information to identify the location and type of resources, including using the U.S. Fish and Wildlife Service's online digital National Wetland Inventory maps, identifying project location on topographical maps, and/or providing on-site determinations as required by the Corps. When a project requires a Pre- Construction Notification (PCN)to the Corps, project proponents shall work with the Corps to identify whether the project is in any of these specific aquatic resources of special concern. 18 EPA General Condition 2—Soil Erosion and Sediment Controls Turbidity shall not exceed background turbidity by more than 50 Nephelometric Turbidity Units (NTU) above background instantaneously or more than 25 NTU above background for more than ten consecutive days.8 Projects or activities that are expected to exceed these levels require an individual project-specific CWA Section 401 WQC. The turbidity standard shall be met at the following distances from the discharge: Wetted Stream Width at Discharge Approximate Downstream Point to Point Sample to Determine Compliance Up to 30 feet 50 feet >30 to 100 feet 100 feet >100 feet to 200 feet 200 feet >200 feet 300 feet Lesser of 100 feet or maximum surface Lake, Pond, Reservoir distance For Marine Water Point of Compliance for Temporary Area of Mixing Radius of 150 feet from the activity causing Estuaries or Marine Waters the turbidity exceedance Measures to prevent and/or reduce turbidity shall be implemented and monitored prior to, during, and after construction. Turbidity monitoring shall be done at the point of compliance within 24 hours of a precipitation event of 0.25 inches or greater. During monitoring and maintenance, if turbidity limits are exceeded or if measures are identified as ineffective, then additional measures shall be taken to come into compliance and EPA shall be notified within 48 hours of the exceedance or measure failure. EPA General Condition 3 -Compliance with Stormwater Pollution Prevention and the National Pollutant Discharge Elimination System Permit Provisions For land disturbances during construction that 1)disturb one or more acres of land, or 2)will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land, the permittee shall obtain and implement Construction Stormwater General Permit requirements,9 including: 1. The permittee shall develop a Stormwater Pollution Prevention Plan (SWPPP)10 and submit it to EPA Region 10 and appropriate Corps District; and 2. Following construction, prevention or treatment of ongoing stormwater runoff from impervious surfaces that includes soil infiltration shall be implemented. EPA General Condition 4—Projects or Activities Discharging to Impaired Waters Projects or activities are not authorized under the NWPs if the project will involve point source discharges into an active channel (e.g., flowing or open waters)of a water of the U.S. listed as impaired under CWA Section 303(d)and/or if the waterbody has an approved Total Maximum Daily Load (TMDL)and the discharge may result in further exceedance of a specific parameter(e.g., total suspended solids, dissolved oxygen, temperature)for which the waterbody is listed or has an approved TMDL. The current lists of impaired waters of the U.S. under CWA Section 303(d) and waters of the U.S. for which a TMDL has been approved are available on EPA Region 10's web site at: https://www.er)a.gov/tmdl/impaired-waters-and-tmdls-region-10. 19 EPA General Condition 5—Notice to EPA All project proponents shall provide notice to EPA Region 10 prior to commencing construction activities authorized by a NWP. This will provide EPA Region 10 with the opportunity to inspect the activity for the purposes of determining whether any discharge from the proposed project will violate this CWA Section 401 WQC. Where the Corps requires a PCN for an applicable NWP, the project proponent shall also provide the PCN to EPA Region 10. EPA Region 10 will provide written notification to the project proponent if the proposed project will violate the water quality certification of the NWP. EPA General Condition 6—Unsuitable Materials The project proponent shall not use wood products treated with leachable chemical components (e.g., copper, arsenic, zinc, creosote, chromium, chloride, fluoride, pentachlorophenol), which result in a discharge to waters of the U.S., unless the wood products meet the following criteria: 1. Wood preservatives and their application shall be in compliance with EPA label requirements and criteria of approved EPA Registration Documents under the Federal Insecticide, Fungicide, and Rodenticide Act; 2. Use of chemically treated wood products shall follow the Western Wood Preservatives Institute (WWPI)guidelines and BMPs to minimize the preservative migrating from treated wood into the aquatic environment; 3. For new or replacement wood structures, the wood shall be sealed with non-toxic products such as water-based silica or soy-based water repellants or sealers to prevent or limit leaching. Acceptable alternatives to chemically treated wood include untreated wood, steel (painted, unpainted or coated with epoxy petroleum compound or plastic), concrete and plastic lumber; and 4. All removal of chemically treated wood products (including pilings) shall follow the most recent"EPA Region 10 Best Management Practices for Piling Removal and Placement in Washington State." EPA NWP Specific Conditions: NWP 14 is conditionally certified, subject to the general conditions listed above, except that an individual project-specific WQC is required for projects authorized under one or more NWP by the Corps that result(s) in: 1. Greater than 1/10 acre of impacts to waters of the U.S.; or 2. Greater than 300 linear feet of impacts to waters of the U.S. Specific Tribes with Certifying Authority (Projects in Specific Tribal Areas): WQC was issued by the Swinomish Indian Tribal Community. WQC was waived by the Confederated Tribes of the Chehalis Reservation and Colville Indian Reservation, Kalispel Tribe of Indians, Port Gamble S'Klallam Tribe, Quinault Indian Nation, and the Spokane Tribe of Indians. WQC was denied by the Lummi Nation, Makah Tribe, Puyallup Tribe of Indians, and the Tulalip Tribes; therefore, individual WQC is required from these tribes. F. COASTAL ZONE MANAGEMENT ACT(CZMA) CONSISTENCY RESPONSE FOR THIS NWP: Ecology's determination is that they concur with conditions that this NWP is consistent with CZMA. CZM Federal Consistency Response —Concur with Conditions. 1. A CZM Federal Consistency Decision is required for projects or activities under this NWP if a State 401 Water Quality Certification is required. 2. A CZM Federal Consistency Decision is required for projects or activities under this NWP if they are pre-empting local or state permit requirements necessary to demonstrate compliance with 20 the CZMP's enforceable policies. 21 Seattle District Regional General Conditions - Figures Figure 1: RGC 3 -WRIAs 8, 9, 10, 11, and 12 a. WRIA 8 N Latitude:47.9487 Longitude:-122.3067 WRIA 8 Cedar-Samma h i 0 375 750 1,500 Feet i i P.n FMd1 srny s..x. Pax Para North Lymwo.d M«th. W. / Ly..-.d N«M L i..vb CrM Md««ood MwaYIM. M— T.— i .Y.. North K«vna. I ' glewood-Fim WRIA 8 .,. Cedar-Sammamish Knitand R.d—d U— NHNar.Yy Y Du mish en 0 2.5 5 10 Miles 22 b. WRIA 9 Seattle S nh.Jt. Bellevue .,, .. Mer Island' 1 WRIA 8 Cedar-Sammamish / Whne \ / Cmta / Riverton B and / Park Renton / Bun- \ '/ \ Eau Renton \ HujJands / bast / Kent H'�-Mmd.- / WRIA 9 \ Maple Duwamish-Green alley / \ J. Lakeland ` Nwh / Way \ / / R 12 WRIA 10 Auburn \` Cha bers lov uyallup-White L k nd 0 1 4 6 8 ` / s h Miles\\ Latitude:47.5309 Longitude:-122.3172 0 500 1,000 2,000 Feet 23 c. WRIA 10 N \ Kent L " IA o Cedar-Sam Des Moines WRIA 9 Duwamish-Green Lakeland North al L•-:,I-6u Way Auburn L k nd S It I \ / I \ P''"" ♦ ' 1 \WRIA 10 Puyajlup-White ♦ I I \ WRJK12 I I Puyallnl \ Charpbers-Clover ' \ F \ Fi I,,. Parkland \ Ff.rt I I South \\ Ler,c. I I Hill / Miles 1 I \ 0 500 1,000 2,000 0 750 1,500 3,000 Feet Feet Latitude:47.2408 Longitude:-122.4007 Latitude:47.2590 Longitude:-122.3574 24 d. WRIA 12 N Lakeland NorthWRIA 9 Way al Duwamish-Green Auburn \ L k nd l 5 h o �a f i univei,rt•: Fl ace WRIA 10 Puyallup-White Lakewood Puyalhq WRIA 12 Chambers-Clover Parkland Fat south Lewis Hill spanaway / Elk / Plain / Miles WRIA 12 Chambers-Clover Latitude:47.0992 Longitude: -122.6816 0 250 500 1,000 Feet 25 e. WRIA 11 N WRIA 9 Duwamish-Green al Way L k nd S h 1� WRIA 10 Puyallup-White Lakewood Pu WRIA 12 Chambers-Clover Parkland F«t South L ewi: Hill SPan aw ay / WRIA 11 ` ` ` ' Elk Plain Nisqually ' 0 1 2 4 6 8 Miles WRIA 11 Nisqually Latitude: 47.0799 Longitude: -122.7018 0 750 1,500 3.000 Feet 26 Figure 2. RGC 4 - Commencement Bay Study Area i Area enlarged Commencement Bay Cumulative Impacts Study 12 Puget Sound � 9 C TJ I w r I Powd Defanco r a Brown's Pant '',Crnaw+crrrrr: � TACOMA Study Area 0 6 `°' 0 27 DEPARTMENT OF THE ARMY U.S.ARMY CORPS OF ENGINEERS,SEATTLE DISTRICT 4735 EAST MARGINAL WAY SOUTH, BLDG 1202 SEATTLE,WA 98134-2388 Regulatory Branch February 24, 2023 Ms. Susanne Smith City of Kent 220 Fourth Avenue South Kent, Washington 98032 Reference: NWS-2021-899 Kent, City of (Mill Creek/76t" Avenue South Culvert Replacements) Dear Ms. Smith: We have reviewed your application to excavate and place fill within 0.13 of an acre of five wetlands and 0.26 of an acre waterward of the ordinary high water mark of Mill Creek to remove eight fish barrier culverts, install three fish passable bridges, and daylight 638 linear feet of Mill Creek at Kent, King County, Washington. Based on the information you provided to us, Nationwide Permit (NWP) 14, Linear Transportation Projects (Federal Register December 27, 2021 Vol. 86, No. 245), authorizes your proposal as depicted on the enclosed drawings dated September 21, 2022. In order for this authorization to be valid, you must ensure the work is performed in accordance with the enclosed NWP 14, Terms and Conditions and the following special conditions: a. In order to meet the requirements of the Endangered Species Act (ESA) and Magnuson-Stevens Fishery Conservation and Management Act (MSA) programmatic consultation Fish Passage and Restoration Actions in Washington State (FPRP III) (National Marine Fisheries Service (NMFS) Reference Number WCRO-2014-00004), you must implement and abide by the ESA requirements and/or agreements set forth in the Biological Opinion (BO) dated June 21, 2017, and the Project Information Form dated October 3, 2022 in the enclosed document Appendix A: FPRP III Guidelines and Implementation Forms (NMFS Reference Number WCRO-2014-00004-5027). The BO is available on the U.S. Army Corps of Engineers (Corps) website (Permit Guidebook, Endangered Species, Programmatic Consultations, Fish Passage and Restoration Programmatic Consultations). Within 45 days of completing the permitted work in waters of the U.S., you must provide the Corps the information requested in the FPRP Action Completion Reporting Form in the enclosed document Appendix A: FPRP III -2- Guidelines and Implementation Forms. If fish salvage occurs as part of your project, you must also provide the Corps the information requested in the FPRP Fish Salvage Reporting Form in the enclosed document Appendix A: FPRP 111 Guidelines and Implementation Forms, within 45 days of completing the permitted work in waters of the U.S. All information must prominently display the reference number NWS-2021-899. Failure to comply with these requirements constitutes non-compliance with the ESA and your Corps permit. The NMFS is the appropriate authority to determine compliance with the terms and conditions of their BO and with the ESA. If you cannot comply with the terms and conditions of this programmatic consultation, you must, prior to commencing construction, contact the Corps, Seattle District, Regulatory Branch for an individual consultation in accordance with the requirements of the ESA and/or the MSA. b. In order to meet the requirements of the Endangered Species Act (ESA) 2008 Fish Passage and Restoration Programmatic Consultation (U.S. Fish and Wildlife Service (USFWS) Reference Number 1341-2008-FWS-#F-0209), you must comply with the conditions included in the Biological Assessment, dated September 2021 (USFWS Reference Number 2023-004040). If you cannot comply with the terms and conditions of this programmatic consultation, you must, prior to commencing construction, contact the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch for an individual consultation in accordance with the requirements of the ESA. c. You must implement and abide by the restoration plan shown on sheets 19 through 21 of 23 in the approved project drawings dated September 21, 2022. An as- built report and as-built drawings and photographs of the planted stream banks and woody material placement shall be submitted within 13 months from the date of this authorization. This report must be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch at nws.compiiance@usace.army.miI and must prominently display the reference number NWS-2021-899. We have reviewed your project pursuant to the requirements of the Endangered Species Act, the Magnuson-Stevens Fishery Conservation and Management Act and the National Historic Preservation Act. We have determined this project complies with the requirements of these laws provided you comply with all of the permit general and special conditions. Please be reminded that Special Conditions "a" and "b" of your permit require that you implement and abide by the Endangered Species Act (ESA) requirements set forth in the programmatic Biological Opinions (BO) for this project. The authorized work complies with the Washington State Department of Ecology's (Ecology) Water Quality Certification (WQC) requirements and Coastal Zone -3- Management (CZM) consistency determination decision for this NWP. No further coordination with Ecology for WQC and CZM is required. You have not requested a jurisdictional determination for this proposed project. If you believe the U.S. Army Corps of Engineers does not have jurisdiction over all or portions of your project you may request a preliminary or approved jurisdictional determination (JD). If one is requested, please be aware that we may require the submittal of additional information to complete the JD and work authorized in this letter may not occur until the JD has been completed. Our verification of this NWP authorization is valid until March 14, 2026, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work for the NWP authorization has not been completed by that date and you have commenced or are under contract to commence this activity before March 14, 2026, you will have until March 14, 2027, to complete the activity under the enclosed terms and conditions of this NWP. Failure to comply with all terms and conditions of this NWP verification invalidates this authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act. You must also obtain all local, State, and other Federal permits that apply to this project. Upon completing the authorized work, you must fill out and return the enclosed Certificate of Compliance with Department of the Army Permit. All compliance reports should be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch electronically at nws.compliance@usace.army.mi1. Thank you for your cooperation during the permitting process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey. Referenced documents and information about our program are available on our website at www.nws.usace.army.mil, select "Regulatory Permit Information". If you have any questions, please contact the project manager, Ms. Jennifer Lang at jennifer.w.lang@usace.army.mil or (206) 764-6071 . Sincerely, J calen Printz, Se tion Chief egulatory Branc Enclosures DEPARTMENT OF THE ARMY U.S.ARMY CORPS OF ENGINEERS,SEATTLE DISTRICT 4735 EAST MARGINAL WAY SOUTH, BLDG 1202 SEATTLE,WA 98134-2388 Regulatory Branch February 24, 2023 Ms. Susanne Smith City of Kent 220 Fourth Avenue South Kent, Washington 98032 Reference: NWS-2021-899 Kent, City of (Mill Creek/76t" Avenue South Culvert Replacements) Dear Ms. Smith: We have reviewed your application to excavate and place fill within 0.13 of an acre of five wetlands and 0.26 of an acre waterward of the ordinary high water mark of Mill Creek to remove eight fish barrier culverts, install three fish passable bridges, and daylight 638 linear feet of Mill Creek at Kent, King County, Washington. Based on the information you provided to us, Nationwide Permit (NWP) 14, Linear Transportation Projects (Federal Register December 27, 2021 Vol. 86, No. 245), authorizes your proposal as depicted on the enclosed drawings dated September 21, 2022. In order for this authorization to be valid, you must ensure the work is performed in accordance with the enclosed NWP 14, Terms and Conditions and the following special conditions: a. In order to meet the requirements of the Endangered Species Act (ESA) and Magnuson-Stevens Fishery Conservation and Management Act (MSA) programmatic consultation Fish Passage and Restoration Actions in Washington State (FPRP III) (National Marine Fisheries Service (NMFS) Reference Number WCRO-2014-00004), you must implement and abide by the ESA requirements and/or agreements set forth in the Biological Opinion (BO) dated June 21, 2017, and the Project Information Form dated October 3, 2022 in the enclosed document Appendix A: FPRP III Guidelines and Implementation Forms (NMFS Reference Number WCRO-2014-00004-5027). The BO is available on the U.S. Army Corps of Engineers (Corps) website (Permit Guidebook, Endangered Species, Programmatic Consultations, Fish Passage and Restoration Programmatic Consultations). Within 45 days of completing the permitted work in waters of the U.S., you must provide the Corps the information requested in the FPRP Action Completion Reporting Form in the enclosed document Appendix A: FPRP III -2- Guidelines and Implementation Forms. If fish salvage occurs as part of your project, you must also provide the Corps the information requested in the FPRP Fish Salvage Reporting Form in the enclosed document Appendix A: FPRP 111 Guidelines and Implementation Forms, within 45 days of completing the permitted work in waters of the U.S. All information must prominently display the reference number NWS-2021-899. Failure to comply with these requirements constitutes non-compliance with the ESA and your Corps permit. The NMFS is the appropriate authority to determine compliance with the terms and conditions of their BO and with the ESA. If you cannot comply with the terms and conditions of this programmatic consultation, you must, prior to commencing construction, contact the Corps, Seattle District, Regulatory Branch for an individual consultation in accordance with the requirements of the ESA and/or the MSA. b. In order to meet the requirements of the Endangered Species Act (ESA) 2008 Fish Passage and Restoration Programmatic Consultation (U.S. Fish and Wildlife Service (USFWS) Reference Number 1341-2008-FWS-#F-0209), you must comply with the conditions included in the Biological Assessment, dated September 2021 (USFWS Reference Number 2023-004040). If you cannot comply with the terms and conditions of this programmatic consultation, you must, prior to commencing construction, contact the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch for an individual consultation in accordance with the requirements of the ESA. c. You must implement and abide by the restoration plan shown on sheets 19 through 21 of 23 in the approved project drawings dated September 21, 2022. An as- built report and as-built drawings and photographs of the planted stream banks and woody material placement shall be submitted within 13 months from the date of this authorization. This report must be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch at nws.compiiance@usace.army.miI and must prominently display the reference number NWS-2021-899. We have reviewed your project pursuant to the requirements of the Endangered Species Act, the Magnuson-Stevens Fishery Conservation and Management Act and the National Historic Preservation Act. We have determined this project complies with the requirements of these laws provided you comply with all of the permit general and special conditions. Please be reminded that Special Conditions "a" and "b" of your permit require that you implement and abide by the Endangered Species Act (ESA) requirements set forth in the programmatic Biological Opinions (BO) for this project. The authorized work complies with the Washington State Department of Ecology's (Ecology) Water Quality Certification (WQC) requirements and Coastal Zone -3- Management (CZM) consistency determination decision for this NWP. No further coordination with Ecology for WQC and CZM is required. You have not requested a jurisdictional determination for this proposed project. If you believe the U.S. Army Corps of Engineers does not have jurisdiction over all or portions of your project you may request a preliminary or approved jurisdictional determination (JD). If one is requested, please be aware that we may require the submittal of additional information to complete the JD and work authorized in this letter may not occur until the JD has been completed. Our verification of this NWP authorization is valid until March 14, 2026, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work for the NWP authorization has not been completed by that date and you have commenced or are under contract to commence this activity before March 14, 2026, you will have until March 14, 2027, to complete the activity under the enclosed terms and conditions of this NWP. Failure to comply with all terms and conditions of this NWP verification invalidates this authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act. You must also obtain all local, State, and other Federal permits that apply to this project. Upon completing the authorized work, you must fill out and return the enclosed Certificate of Compliance with Department of the Army Permit. All compliance reports should be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch electronically at nws.compliance@usace.army.mi1. Thank you for your cooperation during the permitting process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey. Referenced documents and information about our program are available on our website at www.nws.usace.army.mil, select "Regulatory Permit Information". If you have any questions, please contact the project manager, Ms. Jennifer Lang at jennifer.w.lang@usace.army.mil or (206) 764-6071 . Sincerely, J calen Printz, Se tion Chief egulatory Branc Enclosures HYDRAULIC PROJECT APPROVAL 2022-4- 808+01 Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 10 January 29, 2024 Project Number: 20-3028 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �ae �Ko,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR CITY OF KENT ATTENTION: SUSANNE SMITH 400 W Gowe St Kent, WA 98032-6019 Project Name: Mill Creek/76th Ave S Culvert Improvements Project Description: Currently pipe culverts cross at four driveway locations and across 76th Avenue S and are full of sediment and are restricting the flow of Mill Creek. There are two culverts each at three of the driveway locations. All these restrictions will be removed and replaced with bridges at three locations: across 76th Avenue S. and at two driveways, thus eliminating two driveways completely, which will become open stream channel. The associated stream channel between the new bridges will be widened and planted with riparian vegetation to increase ecological benefit as well as better controlling flooding. All work described will be within the 100-year floodplain. PROVISIONS 1. This STANDARD Hydraulic Project Approval (HPA) is issued for channel realignment and habitat restoration along Mill Creek in the City of Kent, including: A. Removal of(8) eight existing culverts conveying Mill Creek flows, including: i. Removal of(2)two existing 72-inch diameter corrugated metal pipe (CMP) culverts, each 48 feet in length; ii. Removal of(1)one existing 72-inch by 55-inch box culvert, 77 feet in length; iii. Removal of(2)two existing 72-inch diameter CMP culverts, each 61 feet in length; iv. Removal of(1)one existing 90-inch diameter CMP culvert, 76 feet in length; AND; v. Removal of(2)two existing 72-inch diameter CMP culverts, each 61 feet in length; B. Channel realignment of Mill Creek, including: i. Creation of 81 linear feet (LF)of additional channel length; ii. Daylighting 341 LF of stream channel; iii. Combined 423 LF of daylighted and additional channel, for a net gain of approximately 4,366 square feet (SF) of additional stream area; iv. Excavation of approximately 3,440 cubic yards (CY) of material from the stream bank and upland area for the widened channel design and side channel creation; v. Placement of approximately 589 CY of fill within the ordinary high water line (OHWL)for new streamway alignment and construction of wetland benches; AND; vi. Placement of approximately 351 CY of fill within existing wetlands, resulting 5,502 SF of permanent wetland impacts; Page 1 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �ae �Ko,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 C. Installation of three (3) new bridge crossings to convey 76th Ave South over Mill Creek, including: i. Installation of a new, 46-foot full-span bridge, 77 feet in length; ii. Installation of a new, 46-foot full-span bridge, 44 feet in length; AND; iii, Installation of a new, 46-foot full-span bridge, 69 feet in length; D. Raising the roadway grade along 76th Ave South, including: i. Excavation of approximately 215 CY for road grading. Suitable material may be reused as wetland fill where feasible or disposed of at an approved off-site facility; ii. Placement of approximately 26,000 CY of fill to raise the roadway elevation; E. Riparian and wetland restoration, including: i. Implementation of a planting plan to consist of native woody shrubs, trees, and emergent wetland vegetation, installed throughout the project site as shown in the approved plans; ii. Installation of approximately 21,300 SF of riparian plantings; iii. Implementation of approximately 22,700 SF of wetland restoration, iv. Net gain of approximately 17,198 SF of wetland area; AND; v. Installation of large woody material (LWM)to be placed in the newly constructed stream realignment, as shown in the approved plans. Note: This project occurs along Mill Creek, which is known to support fish life, including chinook, coho, steelhead, sea run cutthroat trout, and resident trout. 2. TIMING - PLANS - INVASIVE SPECIES CONTROL 3. TIMING LIMITATION: You may begin the project immediately and you must complete the project by December 15, 2027, provided, all work below the ordinary high water line may only be completed between June 16 and September 15 of a given year. Work occurring landward of the ordinary high water line may be conducted year round provided measures to prevent turbidity and sedimentation within the creek are in place and functioning properly. 4. APPROVED PLANS: You must accomplish the work per plans and specifications submitted with the application and approved by the Washington Department of Fish and Wildlife, entitled, "JARPAP--1.PDF," dated November 1, 2022, "MILLCR-1.PDF," dated November 2, 2022, "Utility Crossing-At Mill Creek.pdf," dated November 4, 2022, the large woody material plans entitled, "Cross Section for MIT Discussion_082522.pdf," dated December 15, 2022, 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. 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 (November 2012), available online at http://wdfw.wa.gov/publications/01490/wdfw01490.pdf. 6. NOTIFICATION REQUIREMENTS 7. 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 three business days before starting work, and again within seven days 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 Page 2 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �aeKo,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 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. 8. 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. 9. FISH KILL/WATER QUALITY PROBLEM NOTIFICATION: If a fish kill occurs or fish are observed in distress at the job site, immediately stop all activities causing harm. Immediately notify the Washington Department of Fish and Wildlife of the problem. If the likely cause of the fish kill or fish distress is related to water quality, also notify the Washington Military Department Emergency Management Division at 1-800-258-5990. Activities related to the fish kill or fish distress must not resume until the Washington Department of Fish and Wildlife gives approval. The Washington Department of Fish and Wildlife may require additional measures to mitigate impacts. 10. STAGING, JOB SITE ACCESS, AND EQUIPMENT 11. Equipment may operate within the ordinary high water line of the stream only after all fish exclusion has been completed and water bypass systems are in place and functioning properly. 12. Establish staging areas (used for equipment storage, vehicle storage, fueling, servicing, and hazardous material storage) in a location and manner that will prevent contaminants such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment-laden water, chemicals, or any other toxic or harmful materials from entering waters of the state. 13. Use existing roadways or travel paths whenever feasible. Design and locate new temporary access roads and/or paths to prevent erosion and sediment delivery to waters of the state. 14. Clearly mark boundaries to establish the limit of work associated with site access and construction. 15. If wet or muddy conditions exist, in or near a riparian zone or wetland area, use equipment or techniques that reduce ground pressure. 16. Check equipment daily for leaks and complete any required repairs in an upland location before using the equipment in or near the water. 17. Use environmentally acceptable lubricants composed of biodegradable base oils such as vegetable oils, synthetic esters, and polyalkylene glycols in equipment operated in or near the water. 18. CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 19. Work in the dry watercourse (when no natural flow is occurring in the channel, or when flow is diverted around the job site). 20. 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. 21. Protect all disturbed areas from erosion. Maintain erosion and sediment control until all work and cleanup of the job site is complete. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials. 22. Prevent project contaminants, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment- laden water, chemicals, or any other toxic or harmful materials, from entering or leaching into waters of the state. 23. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials. 24. Straw used for erosion and sediment control must be certified free of noxious weeds and their seeds. 25. Route construction water(wastewater)from the project to an upland area above the limits of anticipated floodwater. Remove fine sediment and other contaminants before discharging the construction water to waters of the state. 26. Deposit waste material from the project, such as construction debris, silt, excess dirt, or overburden, in an upland Page 3 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �ae �Ko,vep,M,,,W,t Olympia, WA98504-3234 FISH ana WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 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. 27. CONSTRUCTION MATERIALS 28. Do not stockpile construction material waterward of the ordinary high water line. 29. Use only clean, suitable material as fill material (no trash, debris, car bodies, tires, asphalt, concrete, etc.). 30. Do not use creosote or penta-treated timber for any hydraulic project. 31. FISH LIFE REMOVAL 32. All persons participating in capture and removal must have training, knowledge, and skills in the safe handling of fish life. 33. Capture and safely move fish life from the work area to the nearest suitable free-flowing water downstream of the work site. 34. If electrofishing is conducted, a person with electrofishing training must be on-site to conduct or direct all electrofishing activities. 35. IN-WATER WORK AREA ISOLATION USING A TEMPORARY BYPASS 36. Isolate fish from the work area by using either a total or partial bypass to reroute the stream through a temporary channel or pipe. 37. Sequence the work to minimize the duration of dewatering. 38. 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. 39. During all phases of bypass installation and decommissioning, maintain flows downstream of the project site to ensure survival of all downstream fish. 40. Install the temporary bypass before starting other construction work in the wetted perimeter using a method approved by the Washington Department of Fish and Wildlife. 41. The hydraulic capacity of the stream bypass must be equal to or greater than the 25-year peak flow event expected when the bypass will be operated. 42. If the diversion inlet is a gravity diversion that provides fish passage, place the diversion outlet where it facilitates gradual and safe reentry of fish into the stream channel. 43. 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. 44. 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. 45. The fish screen must remain in place whenever water is being withdrawn from the stream through the pump intake. 46. 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. 47. CULVERT REMOVAL 48. Remove the (8) eight existing culverts in the dry or in isolation from the stream flow. 49. All components and associated materials of the existing culverts must be disposed of at an approved upland Page 4 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �ae �Ko,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 location. BRIDGE 50. Design and construct each of the (3)three bridges to pass water, ice, large wood, and associated woody material and sediment likely to move under the bridge during the 100-year flood flows. 51. 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. 52. Use material for the approaches that is structurally stable and that will not harm fish life if it erodes into the water. LARGE WOODY MATERIAL 53. This permit authorizes installation, placement, and repositioning of large woody material, procured on site and/or brought to site in accordance with the details and specifications of the uploaded plans and application materials. 54. When placing, repositioning, or removing large woody material, operate equipment when the channel is in a naturally dry state, or when flows have been diverted using a temporary bypass. 55. Use fir, cedar, or other coniferous species to construct the log and rootwad fish habitat structures. 56. Do not drag large woody material. Suspend large woody material during placement, repositioning, or removal so it does not damage the bed or banks. A yarding corridor or full suspension is required to protect riparian zone vegetation. Full suspension can be achieved with hand-operated or heavy equipment or aerial log yarding towers. 57. RIPARIAN ENHANCEMENT AND RESTORATION 58. Replant the job site with the plant species composition and planting densities approved by the Washington Department of Fish and Wildlife and as shown on the approved plansets, including the mitigation plans, entitled, "JARPAP-1.PDF," submitted November 1, 2022. 59. Complete plantings during the appropriate season (fall or spring for potted stock, winter for bare-root seedlings, fall through spring for whips and cuttings) 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. 60. DEMOBILIZATION AND CLEAN-UP 61. To minimize sediment delivery to the stream or stream channel, do not return in-stream flows to the work area until all in-channel work is completed and the bed and banks are stabilized. 62. Return water flow slowly to the in-water work areas to prevent the downstream release of sediment laden water. 63. Remove all materials and equipment from the site and dispose of all excess spoils and waste materials in an upland area above the limits of anticipated floodwater. 64. Remove any 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: Mill Creek/76th Ave S Culvert Improvements 22203 76th Ave S, Kent, WA 98032 WORK START: December 16, 2022 WORK END: December 15, 2027 WRIA Waterbody: Tributary to: 09 - Duwamish - Green Mill Creek(Kent) Spring Brook Creek Page 5 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box43234 �aeKo,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 12 22 N 04 E 47.4008764267 - King 122.2387790680 Location#1 Driving Directions From WA-167 N take the 84th Avenue S exit toward N Central Ave, turn left onto 84th Ave S. Travel 0.2 mile and turn left onto S 224th St. Take the first left onto 83rd Ave S then continue onto S 228th St. Turn right onto 76th Avenue S, travel approximately 0.4 mile to the project area. 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. Page 6 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 �aeKo,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 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. 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. Page 7 of 8 Washington Department of k. Fish &Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 �aeKo,vep,M,,,W,t Olympia, WA98504-3234 FISH ane WILDLIFE (360)902-2200 Issued Date: December 16, 2022 Permit Number: 2022-4-808+01 Project End Date: December 15, 2027 FPA/Public Notice Number: N/A Application ID: 30105 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. Habitat Biologist Julian.Douglas@dfw.wa.gov for Director l Julian Douglas 206-584-9808 WDFW Page 8 of 8 KING COUNTY INDUSTRIAL WASTE DISCHARGE PERMIT Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 11 January 29, 2024 Project Number: 20-3028 King County Wastewater Treatment Division Industrial Waste Program Department of Natural Resources and Parks 201 South Jackson Street, Mail Stop KSC-NR-5513 Seattle, WA 98104-3855 206-477-5300 M Relay: 711 December 19, 2023 Suzanne P. Smith City of Kent 400 W. Gowe Street Kent, WA 98032 spsmithkkentwa.gov General Letter of Authorization—Construction No. 40436-01 for Kent, City of-Mill Creek and 76th Avenue S. Culvert Improvement Project to Discharge to the King County Sanitary Sewer System Dear Suzanne P. Smith: The King County Industrial Waste (KCIW) Program is responsible for regulating industrial wastewater in the region so that it is treated properly before being discharged to the sanitary sewer system. KCIW partners with industries to ensure appropriate discharge limits are followed, which, in turn, protects the County's wastewater conveyance and treatment systems, workers, and water quality. To this end, and in accordance with King County Code (K.C.C.) 28.84.060, KCIW authorizes the discharge of construction dewatering/process wastewater to the King County sanitary sewer system from the Kent, City of- Mill Creek and 76th Avenue S. Culvert Improvement Project located at between 22408 and 21840 76th Ave. S, Kent,WA 98032 (hereafter"permittee"). This project is required to meet all the limitations, monitoring requirements, and other conditions specified in this authorization. This authorization is the only KCIW authorization that will be issued for the project identified in the application. This authorization is issued for the maximum duration of two years. It is valid from April 1, 2024, through March 31, 2026, or the duration of this project,whichever comes first. It is the permittee's responsibility to notify KCIW of project closure or any changes with this project. This authorization alone does not allow discharge to the sanitary sewer system. The permittee must contact the local sewer agency to obtain approval along with a discharge location before discharging to the sanitary sewer system. Wastewater from this project must be discharged to/at the location(s) specified by the local sewer agency. The local sewer agency will assess sewer charges, set flow rate restrictions, and may impose additional requirements. Suzanne P. Smith December 19, 2023 Page 2 General Conditions All discharges and activities approved by this authorization shall be consistent with K.C.C. 28.84.060 and the terms and conditions outlined in this authorization. A copy of this discharge authorization, as well as required daily monitoring records, shall be on site and available for review and reference by KCIW or local sewer agency representatives. This authorization to discharge is based on the permittee's agreement and signed application and permits the discharge of up to 25,000 gallons per day(gpd) of construction dewatering from the construction site into the sanitary sewer system. Discharging pollutants more frequently or in higher concentrations or quantity than authorized in this letter is a violation of the terms and conditions of this authorization. The permittee must contact KCIW in advance and receive authorization before making changes beyond the terms and conditions of this authorization. Examples of changes include: • Construction dewatering volume above 25,000 gpd • Site's surface area generates contaminated stormwater that exceeds one acre in aggregate • Site conditions indicate potential for chemical contamination • Substantial changes in the quality of the discharged water • Discharge of wastes or contaminants from sources other than those permitted herein This authorization does not constitute authority for discharge into waters of the state. Any such discharge is subject to enforcement action by the Washington State Department of Ecology. The permittee must allow authorized representatives of KCIW to enter, inspect, and sample as specified in K.C.C. 28.84.060.L, "Inspection and Sampling of Industrial Users." The permittee must install an accessible sampling spigot on the discharge pipe from the last treatment unit of the wastewater treatment system. The sample site shall be representative of all industrial waste streams discharged to the sanitary sewer system from this project. Each sample site shall be accessible to KCIW representatives when discharge to the sanitary sewer system is occurring. The permittee must install a totalizing, non-resettable flow meter on all permitted discharge pipes to the sanitary sewer system or as approved by the local sewer agency. The meters shall account for all industrial waste streams discharged to the sanitary sewer system from this site. Suzanne P. Smith December 19, 2023 Page 3 Discharge Limitations The following discharge limitations apply to this authorization: Parameter Limitation Instantaneous maximum discharge To be determined by local sewer agency. Not to rate exceed 200 gallons per minute or the sedimentation tank flow restriction, whichever is more stringent. Maximum daily discharge volume 25,000 gpd Settleable solids 7.0 mL/L Non polar fats, oil, and grease 100 m /L Instantaneous minimum pH 1 5.0 s.u. Daily minimum pHZ 5.5 s.u. Maximum pH 12 s.u. Soluble sulfides (screening level 0.1 m /L The water being discharged will not do the following: • Violate any discharge standard, limitation, or specific prohibition of K.C.C. 28.84.060 or local discharge limits applicable on the date of discharge (see K.C.C. 28.84.060.D-F) • Contain the odor of solvent, gasoline, or hydrogen sulfide (rotten egg odor), oil sheen, unusual color, or visible turbidity • Cause hydraulic overloading conditions of the sanitary sewer system. During periods of peak hydraulic loading, KCIW or local sewer agency representatives reserve the authority to request that discharge to the sanitary sewer system be stopped. The permittee must stop discharging and notify KCIW,by phone at 206-477-5300 or email at info.KCIWAkin.cg ountygov, if you exceed any of the discharge limits, or notice odor of solvent, gasoline, or hydrogen sulfide (rotten egg odor), oil sheen,unusual color, or visible turbidity. ' The instantaneous minimum pH limit is violated whenever any single grab sample or any instantaneous recording is less than pH 5.0. 2 The daily minimum pH limit is violated whenever any continuous recording of 15 minutes or longer remains below pH 5.5 or when each pH value of four consecutive grab samples collected at 15-minute intervals or longer within a 24-hour period remains below pH 5.5. Suzanne P. Smith December 19, 2023 Page 4 Monitoring Requirements The permittee shall conduct the following self-monitoring requirements for this authorization: Parameter Frequency Sample Type/Method Discharge volume Dail In-line flow meter Discharge rate Dail In-line flow meter Settleable solids Daily Grab by Imhoff cone' All tests, measurements, and analyses shall be performed in accordance with procedures established by the administrator of the U.S. Environmental Protection Agency (EPA)pursuant to section 304(g) of the federal Clean Water Act and contained in 40 CFR Part 136 and amendments thereto or with any other test procedure approved in writing by the EPA administrator and/or KCIW. Records Management The permittee will maintain records relating to all permitted discharges to the King County sanitary sewer system including but not limited to routine maintenance, waste disposal dates, manifests, any analytical lab results, monitoring records, and flow records. All records required must be available for review by KCIW and must be kept through the completion of the project. Suecial Conditions The permittee must implement erosion control best management practices to minimize the amount of solids discharged to the sanitary sewer system. As a minimum precaution, the construction dewatering must be pumped to an appropriately sized settling tank prior to entering the sanitary sewer system. The authorization to discharge is based on the permittee's agreement and signed application to comply with the minimum standards outlined in Minimum Standards° or Rectangular Sedimentation Tank Design and Technical Memorandum. 1 The settleable solids field test by Imhoff cone must be performed as follows: • Fill cone to one-liter mark with well-mixed sample • Allow 45 minutes to settle • Gently stir sides of cone with a rod or by spinning; settle 15 minutes longer • Record volume of settleable matter in the cone as mL/L Suzanne P. Smith December 19, 2023 Page 5 The following two sedimentation tank options may be used, depending on site conditions and project requirements: 1. Rectangular Sedimentation Tank(Flow-Through Discharge) The minimum required standards for the flow-through system are: • Minimum hydraulic retention time: > 90 minutes • Minimum length-to-width ratio (length : width): >4:1 • Maximum overflow rate (gallons-per-minute per square foot of surface area): < 1.0 gpm/ft2 • Maximum sediment accumulation(level of sedimentation tank water column): <25% • Requirement to add additional sedimentation tanks in parallel for higher flow rates'. 2. Circular Sedimentation Tank(Batch Discharge): At some smaller construction sites,process wastewater is produced intermittently. The minimum required standards for batch discharge area as follows: • Minimum 5,000-gallon circular tank, which can accommodate a maximum of five batch discharges per day • At least one hour of quiescent(undisturbed) settling must occur in the tank prior to discharge. During this settling time, no additional process wastewater can be added to the sedimentation tank • Maximum sediment accumulation (level of sedimentation tank water column): <25% The permittee shall properly operate and maintain all wastewater treatment units to ensure compliance with established discharge limits. Solids accumulation in tanks used for solids settling shall not exceed 25 percent of the tank's working hydraulic capacity. Each tank's working hydraulic capacity is based on the water column height as measured from the bottom of the tank to either the invert elevation of the tank's outlet pipe (gravity discharges) or discharge pump intake (pumped discharges). General Information K.C.C. 28.84 authorizes a fee for each General Letter of Authorization issued by the King County Department of Natural Resources and Parks. The current fee for issuance of a new General Letter of Authorization is $800. King County will send you an invoice for this amount. 1 Example:At 200 gpm flow,to meet the minimum hydraulic retention time of>90 minutes,you need a minimum of 18,000 gallons rectangular tank(18,000 gal/200 gal/min=90-minute hydraulic retention time). Correspondingly,at 100 gpm flow,you need a 9,000-gallon tank,and at 65 gpm,the tank volume shall be 5,850 gallons.If gravity discharge from the tank is not possible,the effective volume of the tank needs to be reduced to the level of the pump intake and under no circumstances can the pump intake be lower than one-half of the tank height. Suzanne P. Smith December 19, 2023 Page 6 For questions about this authorization or construction dewatering discharge,please call 206-477- 5300 or email inf6.KCIW(&kingcounjy.gov. Additional information is available on KCIW's website at www.kin cg ountygov/industrialwaste. Thank you in advance for your efforts to maintain the integrity of King County's wastewater conveyance and treatment infrastructure, ensure worker safety, and protect water quality in the central Puget Sound region. Sincerely, Lydia Eng Compliance Investigator cc: Mark Madfai, City of Kent, mmadfaiAkentwa.gov Heather Martin, City of Kent, hmartinkkentwa.gov Sean Bauer, City of Kent, sbauer(d)kentwa.gov Marcus Hoff, City of Kent, mhofC@kentwa.gov CONSTRUCTION STORMWATER GENERAL PERMIT Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 12 January 29, 2024 Project Number: 20-3028 sTArg J� 6 S 7 y 'L 1889 t�0 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 • Olympia, WA 98504-7600 •360-407-6000 711 for Washington Relay Service • Persons with a speech disability can can 877-833-6341 July 12, 2022 Eric Connor City of Kent, Public Works 220 4t"Avenue S Kent, WA 98032 RE: Change of disturbed acres covered under the Construction Stormwater General Permit Permit Number: WAR309038 Site Name: 76th Ave S Road Raising Location: 22010 76th Ave S to 22408 76th Ave S Kent County: King Disturbed Acres: 9.7 Dear Eric Connor: The Washington State Department of Ecology (Ecology) is granting your request to change the disturbed acreage covered under the Construction Stormwater General Permit (CSWGP). Ecology approves an increase in permit coverage from 4 disturbed acres to 9.7 acres effective June 30, 2022. 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 webpagel. 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. 1 http://www.ecoIogy.wa.gov/eCoverage-packet Eric Connor July 12, 2022 Page 2 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 view Ecology's Focus Sheet: Appeal of General Permit CoverageZ. 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. 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 webpage3 for more information. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Kendra Henderson at kendra.henderson@ecy.wa.gov, or (360) 407-6556. Sincerely, 0 wi�& Jeff Killelea, Manager Program Development Services Section Water Quality Program z https://apps.ecology.wa.gov/publications/summarypages/1710007.htmi 3 www.ecology.wa.gov/constructionstormwaterpermit PROJECT SIGN Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 13 January 29, 2024 Project Number: 20-3028 Your Tax Dollars at Work Mill Creek/76" Avenue S . Culvert Improvements Anticipated Work Completion Early 2026 $ (Insert Construction Cost) IV,or,WASKING-10*qj CONTRACTOR KENT o m,' 1► Washington State De artment ofKentWA.gov 7°"�� mP��°� �i►•Commerce PREVAILING WAGE RATES Mill Creek/761"Ave. S. Culvert Improvement/Smith A - 14 January 29, 2024 Project Number: 20-3028 1/18/24, 11:43AM 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: 01/30/2024 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 1 C 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 4U View Mastic King Cement Masons Application of all Epoxy $72.37 15J 4U View Material King Cement Masons Application of all Plastic $72.87 15J 41J View Material King Cement Masons Application of Sealing $72.37 15J 41J View Compound King Cement Masons Application of Underlayment $72.87 15J 41J View King Cement Masons Building General $72.37 15J 4U View King Cement Masons Composition or Kalman Floors $72.87 15J 4U View King Cement Masons Concrete Paving $72.37 15J 4U View King Cement Masons Curb Et Gutter Machine $72.87 15J 4U View King Cement Masons Curb Et Gutter, Sidewalks $72.37 15J 41J View King Cement Masons Curing Concrete $72.37 15J 41J View King Cement Masons Finish Colored Concrete $72.87 15J 41J View about:blank 1/18 1/18/24, 11:43AM about blank King Cement Masons Floor Grinding $72.87 15J 4U View King Cement Masons Floor Grinding/Polisher $72.37 15J 4U View King Cement Masons Green Concrete Saw, self- $72.87 15J 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 4U View King Cement Masons Gunite Nozzleman $72.87 15J 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 15J 4U View King Cement Masons Pneumatic Power Tools $72.87 15J 4U View King Cement Masons Power Chipping Et Brushing $72.87 15J 4U View King Cement Masons Sand Blasting Architectural $72.87 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $72.87 15J 4U View King Cement Masons Spackling or Skim Coat $72.37 15J 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 15J 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 15J 4C View King Divers Et Tenders Diver $129.71 15J 4C 8V View King Divers Et Tenders Diver On Standby $88.94 15J 4C View King Divers Et Tenders Diver Tender $80.82 15J 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 15J 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 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI about:blank 2/18 1/18/24, 11:43AM about:blank King Divers 8t Tenders Hyperbaric Worker - $120.76 15J 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 15J 4C View King Divers 8t Tenders Remote Operated Vehicle $80.82 15J 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 $74.96 15J 4C View King Drywall Tapers Journey Level $74.50 5P 1 E View King Electrical Fixture Maintenance Journey Level $37.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $105.59 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $113.52 7C 4E View King Electricians - Inside Certified Welder $101.98 7C 4E View King Electricians - Inside Certified Welder (tunnel) $109.56 7C 4E View King Electricians - Inside Construction Stock Person $49.28 7C 4E View King Electricians - Inside Journey Level $98.38 7C 4E View King Electricians - Inside Journey Level (tunnel) $105.59 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 I Construction King Electronic Technicians Journey Level $63.38 7E 1 E View King Elevator Constructors Mechanic $107.49 7D 4A View King Elevator Constructors Mechanic In Charge $116.13 7D 4A View about:blank 3/18 1/18/24, 11:43AM about blank King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1111 View Products Work Only King Fence Erectors Fence Erector $50.07 15J lip 8Y View King Fence Erectors Fence Laborer $50.07 15J lip 8Y View King Flaggers Journey Level $50.07 15J lip 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 11 P 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 $85.80 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 1/18/24, 11:43AM 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 15J lip 8Y View King Laborers Demolition: Wrecking 8t 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 8t 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 15J lip 8Y View King Laborers Grout Machine Tender $59.07 15J lip 8Y View King Laborers Groutmen (Pressure) Including $60.15 15J 11P 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 1/18/24, 11:43AM about blank King Laborers Maintenance Person $59.07 15J lip 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 11P 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 11P 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 11P 8Y View Chair King Laborers Tamper Et Similar Electric, Air $60.15 15J 11P 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 8t 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 1/18/24, 11:43AM about blank King Laborers Track Liner (Power) $60.15 15J lip 8Y View King Laborers Traffic Control Laborer $53.54 15J lip 9C View King Laborers Traffic Control Supervisor $56.73 15J lip 9C View King Laborers Truck Spotter $59.07 15J lip 8Y View King Laborers Tugger Operator $60.15 15J lip 8Y View King Laborers Tunnel Work-Compressed Air $175.79 15J 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 11 P 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $190.20 15J lip 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $192.32 15J 11P 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 15J 11P 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 15J 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 15J lip 8Y View King Laborers Vinyl Seamer $59.07 15J lip 8Y View King Laborers Watchman $45.51 15J 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 $74.96 15J 4C 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 1/18/24, 11:43AM 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 11 J 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 $100.69 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 1/18/24, 11:43AM 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 $82.25 151 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 1/18/24, 11:43AM 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 8t 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 Bellman $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 &t 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 1/18/24, 11:43AM 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 11H 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, Farman 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 1/18/24, 11:43AM 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 &t 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 8t 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 8t 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 1 Underground Sewer Et Water tons with attachments I King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $85.66 7A 11 H 8X View Underground Sewer 8t 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 8t Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $82.56 7A 11 H 8X View I Underground Sewer Et Water attachments, a-frame over 10 ltons King Power Equipment Operators- Crusher $82.88 15J 11G 8X View L_ Underground Sewer 8t Water King Power Equipment Operators- Deck Engineer/Deck Winches $82.88 15J 11G 8X View Underground Sewer 8t Water (power) about:blank 12/18 1/18/24, 11:43AM 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 8t 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 1/18/24, 11:43AM 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 8t 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 8t 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 8t 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 8t 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 1/18/24, 11:43AM about:blank King Power Equipment Operators- Scrapers - Concrete Et Carry All $82.25 15J 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 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Underground Sewer 8t 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 15J 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 15J 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 15J 11G 8X View Underground Sewer 8t 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 8t 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 15J 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 8t 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, Farman Type $78.65 15J 11G 8X View Underground Sewer 8t 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 1/18/24, 11:43AM 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 $93.51 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 $100.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $93.51 6Z 1G 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 $58.26 5C 2R 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 $61.95 5A 3H View King Roofers Using Irritable Bituminous $64.95 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 $41.83 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 $ 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 1/18/24, 11:43AM about:blank King Shipbuilding Et Ship Repair New Construction Operating $41.83 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 4J View King Shipbuilding Et Ship Repair New Construction Rigger $51.85 7X 4J 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 $41.83 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 4J 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 4.1 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 4J 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 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $51.85 7X 4J 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 8t 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 15J 4C View King Solar Controls For Windows Journey Level $16.28 1 View King Sprinkler Fitters (Fire Journey Level $93.99 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 $63.38 7E 1 E View about:blank 17/18 1/18/24, 11:43AM about blank King Telephone Line Construction - Cable Splicer $40.11 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.67 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $33.49 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $37.90 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 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $74.02 15J 11M 8L View King Truck Drivers Dump Truck $74.02 15J 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 15J 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 8/31/2023 thru 3/1/2024 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. 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. 1of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid atone and one-half times the hourly rate of wage. All hours worked in excess often (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. 2of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 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. 3of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 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 maybe 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'/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. 4of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 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. 5of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 4. V. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established or outside the normal shift(5 am to 6pm),and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 '/2)the straight time rate. hi 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. 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. 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. 6of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 11. 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. 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. 7of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 11. 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. 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 anytime 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. 8of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 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). L 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). 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). 9of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day, Labor Day,Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 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. 10 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes Continued 7. 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. 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. 11 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 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. 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. 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. 12 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 8. 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. V. hi 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 22l'- $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. 13 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 8. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)— 130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. 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. 14 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 9. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. 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. 15 of 15