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CAG2023-292 - Original - Scarsella Bros., Inc. - 2023 Watermain Replacement - 05/05/2023
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: Nancy Y. for Abdulnaser Almaroof Public Works E Date Sent: Date Required: c 05/02/2023 05/08/2023 Q Mayor's Signature Required WlApproved by Law Date of Council Approval: Q Upload Interlocal Agreements to Website ❑✓ 04/18/2023 Budget Account Number: Grant? Yes NoE] W20108 Budget? Yes E]No Type: N/A Vendor Name: Category: IM Scarsella Bros., Inc. Contract Vendor Number: Sub-Category: Original 0 _� Project Name: 2023 Watermain Replacement iProject Details: The project includes upgrade/replacement of existing watermains at four locations(State Avenue N,SE 226th 0- Street,SE 228th Street,and SE 232nd Street),and storm system improvements at the intersection of East James C Street and State Avenue N.The project will also include replacing fire hydrants, reconnecting mains, new water a+ mM service lines,upgrading sidewalk curb ramps,asphalt overlay at State Avenue N,and other related work items. C GJ Agreement Amount: $1,346,673.84 Basis for Selection of Contractor: Bid E _ *Memo to Mayor must be atta-h-e i Start Date: Mayor's signatl Termination Date: 80 Working days Q Local Business? Yes F—]No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process❑Exempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: F]YesF1No CAG2023-292 Comments: aBond and contract is located on page 75. aM c c Vf � 3 0 cc a, a, cc Date Received:City Attorney: 5/2/23 Date Routed:Mayor's Office 5/5/23 City Clerk's Office 5/8/23 ad«w2- 0 .11isit Documents.KentWA.gov to obtain copies of all agreements � rev.20210513 KENT W A 5 H I N G T O N DATE: April 18, 2023 TO: Kent City Council SUBJECT: 2023 Watermain Replacement Bid - Award MOTION: I move to award the 2023 Watermain Replacement Project to Scarsella Bros., Inc. in the amount of $1,346,673.84 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: This project includes the upgrade/replacement of existing watermains at four locations (State Avenue North, SE 226th Street, SE 228th Street, and SE 232nd Street), and storm system improvements at the intersection of East James Street and State Avenue North. This project will also include replacing fire hydrants, reconnecting mains, new water service lines, upgrading sidewalk curb ramps, asphalt overlay at State Avenue North and other related work items. The bid opening for the 2023 Watermain Replacement Project was held on April 11, 2023 with 11 bids received. The lowest responsible and responsive bid was submitted by Scarsella Bros., Inc. in the amount of $1,346,673.84. Bid Tab Summary 01. Scarsella Bros., Inc. $1,346,673.84 02. Strickland & Sons Excavation $1,360,488.91 03. Rodarte Construction, Inc. $1,393,584.69 04. HCON Incorporated $1,404,463.13 05. Northwest Cascade, Inc. $1,464,520.47 06. R.W. Scott Construction Co. $1,542,734.96 07. Pacific Civil & Infrastructure $1,546,395.79 08. Sound Pacific Construction LLC $1,571,425.37 09. Laser Underground & Earthworks, Inc. $1,595,960.06 10. Road Construction Northwest, Inc. $1,659,947.97 11. Kar-Vel Construction $1,727,609.93 Engineer's Estimate $1,390,188.66 BUDGET IMPACT: Funded through the water and drainage funds. The work on James Street will also be funded via an allocation from the King County Flood Control District through its Sub Regional Opportunity Fund. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. 2023 Watermain Replacement Bid Tab (PDF) CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Watermain Replacement Project Number: 23-3002 BIDS ACCEPTED UNTIL April 11, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KENT WAS H IN G T O 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 Section 5 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 New Watermain Connection Procedures Section 9 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Watermain Replacement Project Number: 23-3002 BIDS ACCEPTED UNTIL April 11, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR "usSRgT ti ca Z Q �O 707 �5 ,�FGlSTERE� - NG S,0rYAL KENT W A 5 H I N G T 0 N BIDDER'S NAME Scarsella Bros., Inc. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Watermain Replacement Project Number: 23-3002 BIDS ACCEPTED UNTIL April 11, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 4^4�� KENT WAS HI NGTON 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 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 Traffic Control Plans New Watermain Connection Procedures Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through April li, 2023 up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: 2023 Watermain Replacement Project Number: 23-3002 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 furnishing and installing +/- (390 LF) of 12" DI Restrained Joint Water Main and +/- (960 LF) of 8-inch DI Water Main in four different locations, reconnecting mains and services, fire hydrants, upgrading sidewalk curb ramps, storm drain improvements, asphalt overlay, cement concrete pavement and other related work items. The Engineer's estimated range for this project is approximately $1,350,000- $1,450,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253- 856-5535, or Derek Hawkes at 253-856-5548. 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 https://www.kentwa.gov/pay- and-apply/bids-procurement-rfps. 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, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 27th day of March, 2023 BY: ' dmol� Kimberley omoto, City Clerk Published: Daily Journal of Commerce on March 28 and April 4, 2023 Washington State Office of Minority and Women's Business Enterprise on March 28, 2023 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date April 11, 2023 This statement relates to a proposed contract with the City of Kent named 2023 Watermain Replacement Project Number: 23-3002 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. Scarsella Bros., Inc. NAME OF BIDDER BY: SI NATURE/TITLE Bob Scarsella, Vice President P.O. Box 68697 Seattle,WA 98168 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2023 Watermain Replacement/Alma roof 1 March 27, 2023 Project Number: 23-3002 J 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. 2023 Watermain Replacement/Al ma roof 2 March 27, 2023 Project Number: 23-3002 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: 2023 Watermain Replacement/Almaroof 3 March 27, 2023 Project Number: 23-3002 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); 2023 Watermain Replacement/Al ma roof 4 March 27, 2023 Project Number: 23-3002 o 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 ee to ve r irements referenced above. By: For: Scarsella Bros., Inc. Title: Bob Scarsella, Vice President Date: April 11, 2023 2023 Watermain Replacement/Al ma roof 5 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 1 March 27, 2023 Project Number: 23-3002 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Scarsella Bros., Inc. 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 2023 Watermain Replacement/Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 2 March 27, 2023 Project Number: 23-3002 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ Jt)0,6u--.cZ) WSDOT LUMP SUM Per LS 1010 2-02.5 1,200 Remove Existing Asphalt $K.D' $ �"000; ob KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 170 Remove Cement Concrete $ Hu'•Gb $ (o� Dl� C)o * KSP SQ YDS Sidewalk and Driveway Per SY 1025 2-02.5 410 Remove Cement Concrete $ 110c) $ * KSP LN FT Curb and Gutter Per LF 1040 8-09.5 1 Removal of Raised Pavement $ A(S-D ,QLb $ d, "'5 0-0"0' Markers and Painted and/or KSP LUMP SUM Per LS Thermoplastic Traffic Markings 1050 2-02.5 3,800 Saw Cut Existing Asphalt $ t �� � $ I QtAA Ib�J KSP LN FT Concrete Pavement Per LF 1060 2-03.5 10 Roadway Excavation Incl. $ 5A ui) $ ';��,OZ) WSDOT CU YDS Haul Per CY 1080 4-04.5 150 Crushed Surfacing Top $ 147,o'o $ (oj �(��"i)(J * KSP TONS Course, 5/8 Inch Minus Per TON 1085 4-04.5 360 Crushed Surfacing Base $ IJ0,c16 $ ��f�(I(-x),o KSP TONS Course, 1-1/4 Inch Minus Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2023 Watermain Improvements/Almaroof 3 March 27, 2023 Project Number: 23-3002 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1100 5-04.5 650 HMA Class 1/2", PG 58V-22 $ l s • C'b $ g8,$bb,W KSP TONS Per TON 1110 5-04.5 2,050 Planing Bituminous Pavement, $ 6,DD $ IRIz't)b'6E) KSP SQ YDS 2 Inch Thick Per SY 1125 5-04.5 30 Hot Plant Mix for Temporary $ a-5,66 $ bc1*7Sb.i�D KSP TONS Pavement Patch Per TON 1135 8-06.5 30 Cement Concrete Driveway, $ 1qb,9D $ q,a);�, DD KSP SQ YDS 6 Inch Depth Per SY 1145 8-14.5 90 Cement Concrete Sidewalk $ q 7„ZD $ 91 7q�,btD * KSP SQ YDS Per SY 1170 8-14.5 2 Cement Concrete Sidewalk KSP EACH Ramp Type Parallel A Per EA 1175 8-14.5 1 Cement Concrete Sidewalk $ 5�1 ),Ktic) $ �� �Ry,ob KSP EACH Ramp Type Single Direction A Per EA 1205 8-04.5 410 Cement Concrete Curb and $ bs-oo $ P'61 6S6y0c7 * KSP LN FT Gutter Per LF 1211 8-04.5 60 Pedestrian Curb $ W "b e $ o1 q j9fi,Da KSP 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. 2023 Watermain Improvements/Al ma roof 4 March 27, 2023 Project Number: 23-3002 i SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1235 7-05.5 2 Adjust Existing Catch Basin $ tr h� 'CZ $ ��bDr�,(J7 KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade 1245 7-05.5 1 Adjust Existing Manhole Cover $ -7�,013 $ 750,� KSP EACH to Finished Grade Per EA 1255 8-21.5 2 Remove and Restore Existing $-3&J,tJ $ j„o+3,0-t> KSP EACH Traffic Sign Per EA 1260 8-13.5 1 Install New Riser for $ 2n F()b $ qc)D,6�) KSP EACH Monument's Case and Cover Per EA to Finished Grade 1300 8-02.5 1 Landscape Restoration $5,000** $5,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders 1315 8-28.5 20 Pothole Utilities $ �,DDRD-D $ ;) , 6,)b,b * KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $5,000** $5,000 WSDOT CALC Per CALC **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Sub Total $ 30,,S.3Z1, &V 10.1% Sales Tax $ 34,, 93 Schedule I Total $ 3119 1 tyq, ?J 2023 Watermain Improvements/Alma roof 5 March 27, 2023 Project Number: 23-3002 h SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2015 7-09.5 14 8 Inch Connection to Existing $ 11 lau•i)b $ 1jr-I 6eb,oD KSP EACH Water Main Per EA 2016 7-09.5 2 12 Inch Connection to $A, 7: bD $ St 57b,0(15 KSP EACH Existing Water Main Per EA 2030 7-09.5 960 8 Inch Diameter Ductile Iron, $ 105--Q) $(pDi-$�'tz) KSP LN FT Cl 52 Water Main Pipe Per LF 2035 7-09.5 390 12 Inch Diameter Ductile $ 91D61 b $ SCG/ITJ51a) KSP LN FT Iron, Cl 52 Restrained Joined Per LF Water Main Pipe 2040 7-12.5 22 8 Inch Gate Valve, $31Hb.to $ 857j3��,�D KSP EACH MJ x FL or MJ x MJ or FL x FL Per EA 2045 7-12.5 4 12 Inch Gate Valve, $ 7)13L).t)0 KSP EACH MJ x FL or MJ x MJ or FL x FL Per EA 2080 7-14.5 3 Hydrant Assembly with Guard $ 1q dES.vD $ L1A1 W bZD KSP EACH Posts Per EA 2085 7-14.5 2 Remove Existing Fire Hydrant $7bb,(Z $ jI gab.n KSP EACH Assembly Per EA 2110 7-09.5 20 Abandon and Fill Existing $ 30-,"1" $ �'boo,da KSP CU YDS Water Main with CDF Per CY 2120 7-15.5 12 Service Connection $ ON.Io $ b', 1)9?,d0 KSP EACH 1 Inch Diameter Per EA 2023 Watermain Improvements/Almaroof 6 March 27, 2023 Project Number: 23-3002 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2125 7-15.5 2 Service Connection $ 11695,DD $ ,170.bD KSP EACH 1-1/2 Inch Diameter Per EA 2145 7-15.5 270 Water Service Line $ �'Sb $ !��S DI7 KSP LN FT 1 Inch Diameter Per LF 2147 7-15.5 40 Water Service Line $ 33,I'b $ /1 3:2q,C-0 KSP LN FT 1-1/2 Inch Diameter Per LF 2150 7-15.5 12 1 Inch Meter Setter $ I1VYD�60 $ 131 090,bid KSP EACH Per EA 2155 7-15.5 2 1-1/2 Inch Meter Setter $ 3,06,ab $ KSP EACH Per EA 2220 7-15.5 12 Meter Box for 1 Inch Diameter $-58b,DO $ b, 9bD,0ilb. KSP EACH Service Per EA 2225 7-15.5 2 Meter Box for 1-1/2 to 2 Inch $ It1.571:6D $ 3,2b,0b KSP EACH Diameter Service Per EA 2255 2-09.5 6,350 Shoring or Extra Excavation $ C), 5-6 $ ,31ir5.t-o * WSDOT SQ FT Class B Per SF 2260 7-09.5 70 Foundation Material, Class I $ .Ob $ �Zit/6,LMD KSP TONS and II for Water Main 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. 2023 Watermain Improvements/Almaroof 7 March 27, 2023 Project Number: 23-3002 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2265 2-03.5 50 Unsuitable Foundation $ W,�o $ �6QU,Cy::) WSDOT CU YDS Excavation Incl. Haul Per CY 2275 7-09.5 700 Pipe Zone Bedding for $ 3u,cx--, $A),c -0,a KSP TONS Water Main Per TON 2285 7-09.5 700 Bank Run Gravel for Trench $ �(144 $ �515-,tom KSP TONS Backfill for Water Main Per TON ($2.50 Min) 2300 7-09.5 1 Dewatering $5,000* $5,000 KSP FORCE Per FA ACCOUNT *Common price to all bidders 2500 7-17.5 64 Split Steel Casing for Existing $L?5 $ LIB d�516D KSP LN FT Sewer Pipe Per LF Sub Total $ /�93, 717L; Q 10.1% Sales Tax $ W ; 87--,R. yLl Schedule II Total $ � ,1 , 2023 Watermain Improvements/Al ma roof 8 March 27, 2023 Project Number: 23-3002 SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4010 7-04.5 40 Ductile Iron Storm Sewer $ /S7,2,S $�1 KSP LN FT Pipe, 8 Inch Diameter Class Per LF 50 4080 7-05.5 2 Concrete Inlet $ A,9sb,0 $ gj5C0.DD KSP EACH Per EA 4085 7-05.5 1 Catch Basin, Type 2 $�)Ubb,GD $ ( ,-jub,tD * KSP EACH 48 Inch Diameter Per EA 4110 7-05.5 5 Solid Locking Manhole $ j�Jb�.b� $ '11S-Db .J)�D KSP EACH Frame and Cover Per EA 4115 7-05.5 3 Bolt Down Catch Basin $I//SS,OD $ 3,gG�,b� KSP EACH Frame and Grate Per EA 4120 7-05.5 1 ADA Locking Frame and Grate $ I/l ibO $ KSP EACH Per EA 4255 2-09.5 180 Shoring or Extra Excavation $ t) $ * WSDOT SQ FT Class B Per SF 4275 7-08.5 25 Pipe Zone Bedding $ —%:�n $ `75U,Z1u * KSP TONS Per TON 4285 7-08.5 25 Bank Run Gravel for Trench $ a�L:��' $ (a j; KSP TONS Backfill Per TON ($2.50 Min) Items bearing this description is found in more than one schedule. In accordance with the * CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Al ma roof 9 March 27, 2023 Project Number: 23-3002 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 3C)I j I f,Y 5 10.1% Sales Tax $ _i cf Schedule IV Total $ 3311�Y;k,71 2023 Watermain Improvements/Almaroof 10 March 27, 2023 Project Number: 23-3002 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 960 Traffic Control Labor $ 13.ut--) $ lq o8l)- r:) * KSP HOURS Per HR 5010 1-10.5(2) 400 Construction Signs Class A $ ),i'1r-)b $ �b�)b'r�b * WSDOT SQ FT Per SF 5015 1-10.5 480 Traffic Control Supervisor $ 167r"U7 $ 3 )1)14M lk-J` * KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 15),coo, $ ocx. tz) KSP LUMP SUM Devices Per LS 5030 1-10.5 80 Portable Changeable Message $ 251�0 $ >� 6-6 b * KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 60 Sequential Arrow Sign (SAS) $ 5 D•C�) $ 3 * KSP DAYS Per DAY 5105 8-22.5 380 Profiled Plastic Double Yellow $ a 1.sT $ KSP LN FT Center Line Per LF 5115 8-22.5 140 Plastic Stop Line $ 15,tDb $ 1l, KSP LN FT (24 inch wide) Per LF 5120 8-22.5 140 Plastic Crosswalk Line $ 114,M $ l/YtOt� � WSDOT SQ FT Per SF * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Alma roof 11 March 27, 2023 Project Number: 23-3002 3 1 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 153i5-)0, 0t) 10.1% Sales Tax $ IS)5z"q°sl Schedule V Total $ 1(0q i b!q +S 1 2023 Watermain Improvements/Al ma roof 12 March 27, 2023 Project Number: 23-3002 5 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7015 8-01.5(2) 22 Inlet Protection $ $ ,I (D-0 KSP EACH Per EA 7030 8-01.5(2) 80 ESC Lead $ 19,5-i 5D $ Jam, DD * KSP HOURS Per HR 7040 1-07.15(1) 1 SPCC Plan $ )„600.bo $ WSDOT LUMP SUM Per LS 7050 8-01.5(2) 80 Street Cleaning $ bb $ Igiobo.cn * WSDOT HOURS Per HR 7055 8-01.5(2) 1 Erosion/Water Pollution $1,500* $1,500 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Sub Total $ ate,Q� 10.1% Sales Tax $ -51t)5sqYQs= Schedule VII Total $ 33 305-, 2 2023 Watermain Improvements/Alma roof 13 March 27, 2023 Project Number: 23-3002 SCHEDULE VIII - STORM IMPROVEMENTS - EAST JAMES STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8020 2-02.5 60 Remove Existing Cement $ NO,oa $ �,yDo,CD KSP SQ YDS Concrete Pavement Per SY 8030 2-02.5 5 Remove Cement Concrete $ q-b.CD $ ac--D,oZ� * KSP SQ YDS Sidewalk and Driveway Per SY 8040 2-02.5 22 Remove Cement Concrete $ ).;k,KA-) $ A(oq,Z)o * KSP LN FT Curb and Gutter Per LF 8050 2-02.5 80 Saw Cut Existing Cement $ 15,00 $ I'"gba:00 KSP LN FT Concrete Pavement Per LF 8055 2-03.5 10 Roadway Excavation Incl. $ -5b,W $ 5z�t,ce WSDOT CU YDS Haul Per CY 8060 4-04.5 35 Crushed Surfacing Top $ q D'-0b $ 114MM C;b * KSP TONS Course, 5/8 Inch Minus Per TON 8070 5-05.5 15 Cement Concrete Pavement - $ q/5-,CID $ 13 7�5,m KSP CU YDS 8 Inch Depth Per CY 8080 5-05.5 6 Tie Bar with Drill Hole $ ( b,CD $ a3bU, �u KSP EACH Per EA 8090 5-05.5 60 Epoxy Coated Dowel Bar with $ ` 0,bZ) $ 4JDD KSP EACH Drill Hole Per EA * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Alma roof 14 March 27, 2023 Project Number: 23-3002 SCHEDULE VIII - STORM IMPROVEMENTS - EAST JAMES STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8100 8-14.5 12 Cement Concrete Sidewalk $ c�� a 3 $ /J ig q c, * KSP SQ YDS Per SY 8110 8-04.5 22 Cement Concrete Curb and $ �!S'ob $ bg3a- oc) * KSP LN FT Gutter Per LF 8120 7-05.5 1 Circular Manhole Frame and $ Gf?omv $ 1,8U).iD KSP EACH Cover with Reinforced Cement Per EA Concrete Collar 8130 2-02.5 25 Remove Existing Storm Sewer $ 3o.00 $ KSP LN FT Pipe Per LF 8140 2-02.5 1 Remove Existing Catch Basin $ �M'm $ bm.c5c> KSP EACH or Manhole Per EA 8150 7-04.5 31 Ductile Iron Storm Sewer $ �Mlq5 $ 91%q'gS" KSP LN FT Pipe, 14 Inch Diameter Per LF Class 50 8160 7-04.5 1 Connect New Catch Basin, Type $5,000** $5,000 2, to Existing 24 Inch Storm KSP FORCE Drain Reinforced Concrete Pipe Per FA ACCOUNT "Common price to all bidders 8170 7-12.5 2 Replace Existing Water Valve $ 44$S,bo $ g7D,OD KSP EACH Box Top Section and Lid Per EA 8180 7-05.5 1 Catch Basin, Type 2, $ 10/"Di'DO $ &/-,Dbb,-0D * KSP EACH 48 Inch Diameter Per EA * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Almaroof 15 March 27, 2023 Project Number: 23-3002 SCHEDULE VIII - STORM IMPROVEMENTS - EAST JAMES STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8190 7-05.5 3 Catch Basin, Type 1 $ $ 9) KSP EACH Per EA 8200 7-05.5 3 Thru-Curb Inlet Frame and $1i'71C,0D $ 5/lab,CD KSP EACH Grate Per EA 8210 2-09.5 100 Shoring or Extra Excavation $ L, � $ 5Dt00 * WSDOT SQ FT Class B Per SF 8215 7-08.5 20 Pipe Zone Bedding $13v1 DO $ "�Db * KSP TONS Per TON 8220 2-09.5 10 Controlled Density Fill (CDF) $ 3-cr3'UD $31tu--,lam WSDOT CU YDS Per CY 8230 1-10.5 350 Traffic Control Labor $ T5 cib', $ a 6-e'55z'C)z * KSP HOURS Per HR 8240 1-10.5(2) 400 Construction Signs Class A $ ;2c).0-0 $ -3?) pc) * WSDOT SQ FT Per SF 8250 1-10.5 120 Traffic Control Supervisor $ SD.M $q)bOb.oz:) * KSP HOURS Per HR 8260 1-10.5 1 Temporary Traffic Control $ A, ��DJ $ KSP LUMP SUM Devices Per LS * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Almaroof 16 March 27, 2023 Project Number: 23-3002 SCHEDULE VIII — STORM IMPROVEMENTS — EAST JAMES STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8270 1-10.5 28 Portable Changeable Message $ 9-5.'�30 $ j �9010h * KSP DAYS Sign (PCMS) Per DAY 8280 1-10.5 28 Sequential Arrow Sign (SAS) $ bb•OTC $ /�1/M,(9Z�-) * KSP DAYS Per DAY 8290 8-22.5 1 Channelization $1,000** $1,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders 8300 8-01.5(2) 30 ESC Lead $ 1; ,0�D $ 3, 75 , bZ--) * KSP HOURS Per HR 8310 8-01.5(2) 30 Street Cleaning $ 173,W $.;,2-1M,c�rD * WSDOT HOURS Per HR 8320 8-01.5(2) 1 Erosion/Water Pollution $1,000** $1,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 8330 8-10.5 280 Remove and Restore Existing $ $ JI, gD'JG0, KSP LN FT Plastic Curb and Pylons Per LF 8340 8-28.5 2 Pothole Utilities $ ('96D.Ct) $ * KSP EACH Per EA 8350 8-13.5 1 Remove and Replace Existing $ II �� �� $ t d) KSP EACH Monument's Case and Cover, Per EA and Adjust to Finished Grade * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2023 Watermain Improvements/Alma roof 17 March 27, 2023 Project Number: 23-3002 SCHEDULE VIII - STORM IMPROVEMENTS - EAST JAMES STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8360 1-04.4(1) 1 Minor Changes $10,000** $10,000 WSDOT CALC Per CALC **Common price to all bidders Sub Total $ 1521,lv35, 3 10.1% Sales Tax $ /5i q)(,1 1 Schedule VIII Total $ /1"8J b5),- zk 2023 Watermain Improvements/Almaroof 18 March 27, 2023 Project Number: 23-3002 S i BID SUMMARY Schedule I 311 i I�l y,R 3 Street Schedule II gg3i lOLq'SN Water Schedule IV 33)LAS A ,-79 Storm Sewer Schedule V l i Nq 151 Traffic Control Schedule VII �1�05%-aS- Temporary Erosion &Sedimentation Control Schedule VIII hosi yyl,S�L, Storm Improvements - East James Street TOTAL BID AMOUNT let 31 �� 2023 Watermain Improvements/Al ma roof 19 March 27, 2023 Project Number: 23-3002 SUBCONTRACTOR LIST (Contracts over I million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: Scarsella Bros., Inc. Project Name: 2023 Watermain Replacement Project Number: 23-3002 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 Subc tractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: April 11, 2023 si,gKature of ffidder Date 2023 Watermain Improvements/Almaroof 20 March 27, 2023 Project Number: 23-3002 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: Scarsella Bros., Inc. Project Name: 2023 Watermain Replacement Project Number: 23-3002 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 Nam ;oL�- Rebar Installation Subcontractor Name: April 11, 2023 Ignature o Bidder Date 2023 Watermain Improvements/Al ma roof 21 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 22 March 27, 2023 Project Number: 23-3002 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Scarsella Bros., Inc. NAME: Bob Scarsella ADDRESS: P.O. Box 68697 Seattle, WA 98168 PRINCIPAL OFFICE: P.O. Box 68697 ADDRESS: Seattle, WA 98168 PHONE: (253) 872 - 7173 FAX: (253) 395 - 1209 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. See Attached. 1.2 Provide your current state unified business identifier number. UBI#578-035-242 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. See Attached. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 2023 Watermain Improvements/Alma roof 23 March 27, 2023 Project Number: 23-3002 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). See Attached. 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. See Attached. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. Exempt- see attached business licenses and completed projects list. 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? 77 years 2.2 How many years has your organization been in business under its present business name? 64 years 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: June 10, 1958 2.3.2 State of incorporation: Washington 2.3.3 President's name: Not Used 2.3.4 Vice-president's name(s):Bob, Gino and Rick Scarsella 2.3.5 Secretary's name: Don Scarsella 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: 2023 Watermain Improvements/Almaroof 24 March 27, 2023 Project Number: 23-3002 V 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. WA State: SCARSBI1838B City of Kent: BLC-8809640 3.2 List jurisdictions in which your organization's partnership or trade name is filed. N/A 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Clearing/grubbing, grading, drainage, sewer, water, erosion control, traffic control. 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? No. 4.2.2 Are there any judgments, claims, arbitration proceedings or suits Yes, see pending or outstanding against your organization or its officers? attached. 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No. 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No. 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See attached. 4.4.1 State total worth of work in progress and under contract:$754,000,000.00 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See attached. 4.5.1 State average annual amount of construction work performed during the past five years: $135,000,000.00 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See attached. 4.7 On a separate sheet, list your major equipment. See attached. 2023 Watermain Improvements/Al ma roof 25 March 27, 2023 Project Number: 23-3002 S. REFERENCES 5.1 Trade References: NC Machinery, Mack Truck 5.2 Bank References: Banner Bank,Eric Scroggins 425-739-1069 11431 Willows Rd NE,Ste 140,Redmond,WA 98052 5.3 Surety: 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Propel Insurance, Jim Binder 206-948-3819 925 Fourth Ave, Ste 3200 6. FINANCING Seattle, WA 98104-1159 6.1 Financial Statement. To be submitted if requested after bid opening. 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? 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? 2023 Watermain Improvements/Almaroof 26 March 27, 2023 Project Number: 23-3002 7. SIGNATURE 7.1 Dated at this llth day of April , 2023. Name of Organizati Scar se s., Inc. By: Title: B Scarsella, Vice President 7.2 Bob Scarsella , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 11th day of April , 2023. Notary Public: My Commissro Ex res: MCA'A 2-o;aD JENIF'ER MORRISON NOTARY PUBLIC STATE OF WASHINGTON COMMISSION NUMBER 200266 COMMISSION EXPIRES MAY t,2026 2023 Watermain Improvements/Almaroof 27 March 27, 2023 Project Number: 23-3002 Department of Labor and Industries SCARSELLA BROS INC PO Box 44450 Olympia,WA 98504-4450 Reg:CC SCARSBI183B8 UBI: 578-035-242 Registered as provided by Law as: Construction Contractor ((.:C01)-GENERAL 831 SCARSELLA BROS INC EMctive Date: 1128/1982 P O BOX 69697 Expiration Datea'5/7/2023 SEATTLE WA 981680697 i E i I Department of Labor and Industries PO Box 44450 5CA1SLLA BROS INC i Olympia,WA 98504-4450 Reg: CC SCARSBI183B8 UBI: 578-035-242 Registered as provided by Law as: Construction Contractor (CC01)-GEN'L-RA L iSCARSELLABROS INC 690 Effective Date: 1/28/1982 P O BOX 68697 Expiration Date: 5/7/2021 I SEATTLE WA 981680697 s 1 I e i 3 1 I { S Department of Labor and Industries PO Box 44450 9GA128ELLA BROS INC Olympia,WA 98504-4450 Reg CC SCARSBI183B8 UBI: 5.78-035�242 Registered as provided by Law as: Construction Contractor (CC01)-GENERAL 616 SCARSELLA BROS INC Effective Date: 1/28/1982 P O BOX 68697 Expiration Date: 5/7/2019 SEATTLE WA 981680697 f I 1 i i i 3Tems; t' 4� 14 o U No N NO W Q N � N > C > .D _ O F a 0 M M .i' 00 r CD c U U N > i a O O O Q Q O = Itk' in O O -n _ Cl) > o • N �k at c O V E f�f O (U N O CN m C) � .N Q W W N O r � C I to W U X Cl) cc cn in O W _ a l i� c 0 N -1 �- ~ M N'= r 0 f � .� .� U W Q ~ U O o = c Q > W Q o , E f( mm L v o W U � � o w U Q o w a �_ to m W Gl U) LO •c Q r p 0 ww • � O C N Q O 00 Q) :2 U Z Q Q N O E Z) Q �• J � o � v, h- °) oN W W o r@ W a o > > N (.04k Q Y c R U W W W W F N Z o a J p X � 4 1- Q Q > CD W W r, cn > ortiZ cr QO No ¢ QQx z 3N m v = rah W U r w Z �- �'�' Q Z (� o r 0 L C ry IE tl z 0 ' O w ' co 0 w w w t� r 7+ (9 d j 1•. {r� W z O z Q p /� n � y N U V J M COW Z O Z W O W W Z a �N O o w i`nn Z w O x Z � X > U a = . - N 0 : 0Y Z z m O Z Z Z m m EQ umi t o w z 0 0 z U) Z U) ZO c Z z z Z OZ U) J p 0 -0 c 2 " ° r w w W Z W (!) to O c c F .II w > Z w Z z 0 m W 0 (n cn Z U +- Z_ p tin w Z w W w � w z Q m Fn m Z m G!1 Q' Gn Z m Z C '� O :n E Y o- J W n k t ZZ : Q m Q � m z m p m p Q U 0 CL 0 sa v c• CO Z F- W J W = W -� w m -� m ~ c = £ S t� Uj Cn Z Z Q Z CO Z g U Q 4 -� W Cl) 3 V '- O N m k 00 za wLLI ww zwLwL wo US $ s 3 0 mm=� LLJ Y cwn w 0 w w w Q W Z W Z c7 W z } W ° = U w p M U Op °a JrnQ O O z ¢ W J Q CC Z Qr U O O tl � O �o = m' o c ... 0 O w W O Z 0 v>, � 0 W �_ U � O 7 Z 6 f:• w2 U) U) a Z E- o ,. g Q Z for N N E 'o m ._ U w R' I- 0 W J � m W > H Z z H z W to r O m n i' ..r:::+_t:::z: F-rn w. Q Q Z W U J W a' U } U `L Y Q Z a) W to W c 0 .o 0 G ' "' r` �d UUaw Z z W = Q Q Q -i 0 W } O F- p� -6r713 d cncn � Y p U m cn U O a Gn i- to �Q N E rya m *�c t : STATE OF WASHINGTON Department of Labor& Industries Certificate of Workers' Compensation Coverage April 3, 2023 WA UBI No. 578 035 242 L&I Account ID 132,332-00 Legal Business Name SCARSELLA BROS INC Doing Business As SCARSELLA BROS INC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 4 of Year 2022"Greater than 100 (See Description Below) Workers" Account Representative Employer Services Help Line, (360)902-4817 Licensed Contractor? Yes License No. SCARSB1183B8 License Expiration 05/07/2023 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51.12.050 and 51.16.190). Heavy-Highway • • Construction r I An Equal \`gyp GEN(gq�Co ' SCARSELLAI Opportunity , Employer I S ��AME0.\CP - April 11, 2023 1. STATUATORY REQUIREMENTS 1.4 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.05(3) in the past three (3) years. Should you have any questions or concerns, please feel free to call. Sincerely, Bob Scarsella Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 • WA Lic.#SCARSBI183B8 Heavy-Highway " Construction An Equal 1 � Opportunity Employer e April 11, 2023 1. STATUATORY REQUIREMENTS 1.5 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been a"willful" violator as defined in RCW 48.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW in the past three (3) years. Should you have any questions or concerns, please feel free to call. Sincerely, Bob Scarsella Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 • WA Lic.#SCARSBI183B8 Heavy-Highway Construction An Equal o Opportunity BROS., Employer `- nFAM[0.VCa April 11, 2023 4. EXPERIENCE 4.2 Claims and Suits To Whom It May Concern: This statement is to provide details on the question 4.2.2: "Are there any judgements, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?" Case Number 20-2-10127-3 KNT, arose from a motor vehicle accident involving another driver and a Scarsella Bros., Inc. employee. Both drivers claimed the other drifted into their lane, causing an accident. The accident occurred in 2018. Scarsella Bros., Inc. is being defended by its insurance company. Damages are estimated at less than $20,000. Case Number 19-2-278813 arose from a contract dispute between SB Structures, LLC (a related entity) and a pre-fabricated steel bridge supplier for a City of Tukwila project. The Bridge supplier failed to fabricate the bridge in accordance with the Contract. SB Structures withheld payment. The bridge supplier then filed a lawsuit, which includes SB Structures counterclaims exceeding the amount the Bridge Supplier claims is due. In addition to SB Structures, the claimant also named Scarsella Bros., Inc. in the lawsuit. Should you have any questions or concerns, please feel free to call. Sincerely, ob Scar a Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 WA Lic.#SCARS13I183138 Heavy-Highway ® e Construction An Equal ``gyp GEN(R4�`o 1 1 Opportunity Employer iX. April 11, 2023 4. EXPERIENCE 4.6 CONSTRUCTION EXPERIENCE OF KEY INDIVIDUALS A. Scarsella Bros., Inc. has worked with the City of Kent on several projects. B. The following is a list of Scarsella Bros., Inc. supervisory force, along with their current position/experience and current commitments that may be valuable for the work on the 2023 Watermain Replacement project. 1. Don Scarsella, Secretary 45 Years' experience, current project commitments 5-7 projects. 2. Robert Scarsella, Vice President 40 Years' experience, current project commitments 5-7 projects. 3. Richard Scarsella, Vice President 35 Years' experience, current project commitments 5-7 projects. 4. Casey Nelson, Superintendent 15 Years' experience on various City, County and state projects. Current Commitment: Available for this project P.O.Box 68697 Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lic. #34714 AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimited-1-2 MT Lic.#146627 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 • WA Lic.#SCARS13I183138 Heavy-Highway 0 � Construction An Equal \`pp tEX(gq`o 1 1 Opportunity AC oBROS., Employer S qF AMEPpp Major Equipment List Qty Description 10 Cat CS563 Track Dozers 2 Cat 825C Compactor 2 Cat or JD 6501), G TCLT Rubber Tire/Track Loaders 2 Cat or JD 550G, LGP 12 Cat D-6D, G, G LGP, H, H LGP, R or 7 Cat IT-28, 930G JD650 1 JD 644E 2 Cat D-71-1, R 3 Trojan 1500, 1700 14 Cat D-8H, K,N, R 4 Cat 950G 4 Cat D-9H,N, R 1 Cat 966F 7 Cat D-ION, R 3 Cat 980C, F, F, II, G Rubber Tire Dozers Rubber Tire Loader/Backhoes 3 Cat 82413, C 12 Case 580C, E, Super E, Super K, L, SE Scrapers o Track Excavators 2 Cat 623E, F 5 Cat 631 D 1 Komatsu PC 78 14 Cat 631E 2 Komatsu PC 128US-2 4 Cat 637D, E 3 Komatsu PC160LC 5 Komatsu PC 20OLC-6, 7 Water Wagons 4 Komatsu PC 228LC-3, USLC-3, US-2 5 Komatsu PC300LC-6, 7 2 Cat 63113, C 3 Cat 320CL 6 Komatsu PC40OLC-5, 6, 7 Motor Graders 2 Cat 245, B, B Mass Excavator 3 Komatsu PC60OLC-7 1 Cat 120G 2 Komatsu PC750LC-6 2 Cat 130G 1 Komatsu PCIOOOLC-IA 7 Cat 140G, H 1 Komatsu PC IOOLC-6 7 Cat 14G, H 3 Cat 16G Offroad Truck Tractors Roller/Compactors 6 Mack CL713 2 Mack CL713 Tri-Driv P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209 AK Lie. #34714 • AZ Lie. #ROC249216 • CA Lie. #779354 • ID Lie. #10394-Unlimited-1-2 MT Lie.#146627 • ND Lie.#44607 • OR Lie.#96884 • UT Lie.#7646917-5551 • WA Lie.#SCARSBI183B8 COMPLETED CONSTRUCTION PROJECTS CONTRACT AMOUNT COMPLETION DATE START DATE LS 37 Landslide Stability Improvement Project $528,150.00 12/21 09/02/20 Contract No. BF10017151 BNSF Railway,2454 Occidental Ave.So#2-D,Seattle,WA 98134 Tyler Stephens,(206)695-6915 Type of Work: Landslide Stability Improvements LRI 3041 Landfill Cell 8B Constructiom $3,004,735.92 12/21 06/07/21 Contract No.2190214 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 17925 Meridian ST. E, Puyallup,WA 98375 Yuta Naganuma,(360)216-8263,, uy to naQanuma cc wasteconnections.com Type of Work: Landfill Cell Construction Michelle Drive Improvements $541,551.50 11/21 06/15/21 Contract No. 19200750 Matanuska-Susitna Borough,350 East Dahila Avenue,Palmer,AK 99645 James Jenson,(907)354-3472, 6ames.ienson2matsu,ov.us Type of Work: Roadway Improvements/Excavation/Installation of Drainage Culverts LRI 304'Landfill Phase V Closure, Stage A $1,679,193.40 09/21 06/01/21 Contract No.2190213 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 17925 Meridian St. E, Puyallup,WA 98375 Yuta Naganuma,(360)216-8263,yuta naanumaOwasteconneetions.com Type of Work: Partial Landfill Closure Yadon Drive Improvements $365,084.60 07/21 09/03/20 Contract No. 1693148 Matanuska—Susitna Borough,350 East Dahila Avenue,Palmer, AK 99645 Jim Jenson,(907)354-3472, iames.ienson@matsugov.us Type of Work: Road Realignment Bridge Street Bridge Replacement $12,390,139.50 06/21 05/17/17 Contract No. 13-01 City of Sumner, 1104 Maple Street, Suite 200, Sumner,WA 98390-1423 Edwin Cline,(206)939-2307, bsbreview@wsp.com Type of Work: Bridge Replacement LRI 30411 Landfill Construction Stormwater Storage $35,660.00 06/21 05/07/21 Contract No.2190218 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 17925 Meridian St. E, Puyallup, WA 98375 Yuta Naganuma,(360)216-9263,yuuta.naganuma@wasteconnections.com Type of Work: Landfill Construction Parking Lot Expansion&MSE Retaining Wall—LRI Landfill $128,933.25 06/21 04/26/21 Contract No.2190219 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 17925 Meridian St. E, Puyallup,WA 98375 George Duvendack,(253)847-7555, Type of Work: Parking Lot Expansion/Retaining Wall Leachate Force Main Replacement $744,073.50 05/21 02/15/21 Contract No.219021 Pierce County Recycling,Composting and Disposal, LLC dba LRI, 17925 Meridian St.,E., Puyallup, WA 98375 George Duvendack,(253) 847-7555 Type of Work: Pipe Replacement 5 r 32"d Avenue Water Main Replacement $798,803.20 01/21 04/20/20 Contract No. 737 Lakewood Water District, 11900 Gravelly Lake Drive SW/PO Box 992729, Lakewood,WA 98496 Randall Black,(253)588-4423 Type of Work: Pipe Installation/Roadway Restoration 1ST Street Bypass Project $12,947,526.86 12/20 05/20/19 Contract No.30500030.563000.R0901 City of Marysville Public Works Dept., 80Columbia Avenue Marysville, WA 98270 Steven Miller,(360)363-8285, smiller@marysvillewa.gov Type of Work: Road Improvements/Road Extension Leachate Force Main Replacement $302,862.08 12/20 05/01/20 Contract No.2190240 Pierce County Recycling,Composting,and Disposal dba LRI,501 SE Columbia Shores Blvd,Suite 350,Vancouver, WA 98661 Kelly Kincella,(360)448-6968, Kelly kincellaowasteconnections.com Type of Work: Main Replacement SR 410/MP 32.2 to MP 32.9 Wildfire Damage-Unstable Slope $1,500,000.00 11/20 10/05/20 Contract No.9599 Washington State Department of Transportation, P.O.Box 47354,Olumpia, WA 98504-7354 Mike Askarian,(206)768-5861,askarim tet wsdot.wa.gov Type of Work: Earthwork/Slope Protection Kooskooskie Bridge Scour Protection $73,437.50 10/20 10/12/20 Contract No. 9740 Walla Walla County,Public Works,990 Navion Lane,Walla Walla, WA 99362-0254 Misty Jones,(509)524-2710,miones@wwcountyroads.com Type of Work: Scour Protection LRI—2020 Cell 8A Construction $3,974,397.61 09/20 06/02/20 Contract No.2190204 Pierce County Recycling,Composting and Disposal, LLC dba LRI, 17925 Meridian St. E, Puyallup,WA 98375 Kelly Kincella,(360)448-6968, Kelly kincellaawasteconnections.com Type of Work: Landfill Cell Construction Deschutes County—Knott Landfill Cell 8 Construction Project $4,223,250.00 06/20 01/06/20 Contract No.2018809 Deschutes County,Department of Solid Waste,61050 SE 271h Street Bend,OR 97702 Chad Centola,(541)322-7172,chad.centola tr.deschutes.or Type of Work: Excavation/Earthwork Cripple Creek Crossings $827,581.25 05/20 03/15/20 Contract No. 52959-2 State of Alaska Dept of Natural Resources—Dive of Pak and Outdoor Recreation, 550 W 7`'Ave.,Suite 1340,Anchorage,AK 99501 Danielle Ryder,(907)269-8744, Danielle. der g,alaska.eov Type of Work: Excavation/Embankment/Earthwork 2020 Flood Damage Emergency Work—Various Locations $1,750,000.50 04/20 02/08/20 Contract No.202001 Walla Walla County Public Works,990 Navion Lane, Walla Walla,WA 99362 Misty Jones,(509)524-2710,miones(@,co.wa,lla-wal1a.wa.us Type of Work: Road Repair/Debris Removal/Earth Work Gould City—Mayview Road Phase IV—CPR 440 $1,747,747.47 03/20 03/16/20 Contract No.CPR 440 Garfield County Public Works, PO Box 160, Pomeroy, WA 99347 6 Walter Morgan,(509)843-1301 Type of Work: Roadway Excavation/Embankment Compaction Woodmont Emergency Slide Project $211,357.33 03/20 12/20/19 Contract No.201907 City of Des Moines,21630 111h Avenue S.,Suite A Andrew Merges,(206)870-6568,amerges cL�desmoineswa.a±ov Type of Work:Slide Repairs Green River Natural Resource Area(GRNRA) $1,787,833.30 02/20 05/13/19 Storm Water Force Main Contract No. 17-3012.2 City of Kent,220 41 Avenue S,Kent, WA 98032-5895 Nancy Yoshitake,(253)856-5508, Type of Work:Pipe Installation/Earthwork SR-509 Sewer Relocations Project $896,909.20 01/20 11/11/19 Contract No. 17082.00 Midway Sewer District,3030 S.2401 St.Kent,WA 98032 Peter Paulsen,(425)827-2014,pete!p@paceenars.com Type of Work: Sewer Relocation SH-6 Old Potlatch Rd.to Princeton Falls $4,772,469.48 01/20 06/05/19 Contract No. 8508 State of Idaho Transportation Department,3311 West State Street,Boise,ID 83703 Joe Schacher,(208)799-4233,joe.schacher{it7,itd.idaho.gov Type of Work: Road Construction/Realignment/Bridge Replacement Bigelow Gulch Road Project 5A $2,487,281.70 12/19 05/29/18 Contract No.2990A Spokane County Public Works, 1026 W.Broadway,Spokane,WA 99260 Wendy Iris,(509)477-3660,wiris0spokanecounly.org Type of Work: Road Improvements/Roadway Excavation/Embankment Cedar Hills Regional Landfill Area 8 Refuse Facility&Area 7 $32,619,010.45 12/19 05/05/l7 Stage 3 &4 Closure Project Contract No. C01129C 17 King County-Solid Waste Division,401 Fifth Avenue,3 d Floor,Chinook Building,Seattle,WA 98104 Nary Lee,(206)263-9381,mary.lee@kingcounty.gov Type of Work: Erosion/Excavation/Leachate system installation South Terminal Wharf&Electrical Upgrades—Phase 2 $1,146,102.50 11/19 11/13/19 Contract No. 1118-758 Port of Everett, 1205 Craftsman Way,Suite 200,Everett,WA 98201 Julie Davis,(503)445-9000,jdavisltcallaac.com Type of Works:Utilities Emergency I"Street Bypass Stormwater Repairs $31,794.03 11/19 10/09/19 Contract No.201905 City of Marysville Public Works Dept.,80 Columbia Avenue Marysville,WA 98270 Adam Benton,(360)363-8283,abentonfn�marysvillewa.gov Type of Work: Stormwater Pipe Repairs Blue Creek Bridge CPR 15-01 and Mill Creek Road $9,737,717.38 1 1/19 08/27/18 Improvements CRP 10-04 Contract No.TA-5753 Walla Walla County Public Works,990 Navion Lane,Walla Walla,WA 99363 Misty Jones,(509)524-2722,miones@wwcoun!yroads.com wwcountvroads.com 7 Type of Work: Road Improvements Horn Rapids Landfill Disposal Capacity Improvements $1,063,017.20 11/19 05/22/19 Contract No. 19-0025 City of Richland Public Works Department Jay Marlow,(509)942-7500,jmarlow@ci.richland.wa.us Type of Work:Earthwork Construct Apron E,Phase 1 Wasilla Municipal Airport $3,436,668.00 10/19 12/03/18 Contract No.802 City of Wasilla,290 E.Herning Ave.Wasilla,AK 99654 Shawn Hull,(907)746-5230,shull@.hdialaska.com Type of Work:Temporary Erosion Control/Pollution Prevention/Utilities Cell 8 Excavation Project,LRI Landfill,Graham WA $1,384,900.00 10/19 08/03/19 Contract No.219020 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 179245 Meridian St.,E.,Puyallup,WA 98375 George Duvendack,(253)847-7555, Type of Work:Excavation Downey Farmstead Restoration Phase 2—Frager Road Realignment $691,311.50 10/19 06/03/19 And Contaminated Soil Removal Contract No. 18-3007.3&4 City of Kent,220 41'Avenue S,Kent,WA 98032 Timothy LaPorte,(253)856-5500, Type of Work: Road Realignment/Contaminated Soil Removal 2017 Lora Lake Apartments MTCA Remediation Projects $8,926,465.00 10/19 04/28/17 Contract No.MC-318573 Port of Seattle,PO Box 68727,SeaTac,WA 98168 Beth Sisk,(206)7874760,sisk.b portseattle.or Type of Work: Remediation Smith Island Estuary Restoration Project,Phase 1 $12,325,052.14 09/19 09/04/15 Contract No.RR49206 Snohomish County-Department of Public Works,3000 Rockefeller Avenue, 51 Floor Admin West,Everett,WA 98201 Bob Aldrich,(425)388-3488 Type of Work: Estuary Restoration Ship Canal Water Quality Project(SCWQP)—Ballard Early $ Flight Corridor Safety Program—Invasive Species Removal and $824,845.00 09/19 08/22/18 Revegetation Project—P-4,P-5,and Off-Site Mitigation Contract No.MC-0319286 Port of Seattle,PO Box 1209,Seattle,WA 98111 Beth Sisk,(206)787-4760,sisk.b@portseattle.org Type of Work: Revegetation/Site Mitigation/Species Removal NW Container Services Tacoma Stormwater Improvements Project $266,938.56 09/19 08/02/19 Contract No.2171 NW Container Services, 1801 Taylor Way,Tacoma,WA 98421 Kelly Kincella,(360)448-6968,kelly kincella(awasteconnections.com Type of Work: Stormwater Improvements 2019 Airfield Improvement Project $3,530,530.00 09/19 07/22/19 Contract No.MC-0319669 Port of Seattle,PO Box 68727,Seatac,WA 98168 8 Tricia Bess,(206)787-4866,bess.t t portseattle.or� Type of Work:Concrete Panel Repairs/Pavement&Utility Structure Upgrades Cell 7 Pre-Excavation Project,LRI Landfill,Graham WA $4,551,996.94 09/19 05/15/19 Contract No.219019 Pierce County Recycling,Composting and Disposal,LLC dba LRI, 17925 Meridian St., E.,Puyallup, WA 98375 George Duvendack,(253)847-7555, yeoi-M.duvendackt@-wasteconnections.com Type of Work: Cell Construction West of Richey—West $9,747,747.47 07/19 08/12/13 Contract No. 13513 Montana Dept.of Transportation,2701 Prospect Avenue,P.O.Box 201001, Helena,MT 59620-1001 Suzy Price,(406)444-6215,supricegmt.gov Type of Work: Grading Walnut Street Bridge Scour Repair $359,000.00 07/19 07/17/17 Contract No.TA-5612 City of Winlock,323 NE First Street/PO Box 777,Winlock,WA 98596-0777 Tedi Curry,(360)785-3811,wincitvatoledotel.com Type of Work: Bridge Scour Repair Port of Walla Walla Reservoir Site Improvements $256,618.59 07/19 05/13/19 Contract No.2019-01 Port of Walla Walla, Washington,310 A Street Walla Walla,WA 99362 Anderson Perry,(509)529-9260, Type of Work: Site Improvements Steton Heights Plat Development $4,164,275.89 07/19 06/08/18 Contract No.201806 Stetson Heights,LLC, 18306 Driftwood Drive E, Lake Tapps,WA 98391 Mark Kuhlman Type of Work: Clearing&Grubbing/Excavation/Embankment/Erosion Control SR 124, Monument DR/RR Xing—Construct Bridge $6,495,656.00 05/19 01/17/17 Contract No.8971 Washington State Department of Transportation, 1655 Fowler St., Richland, WA 99352 Robin Lambert,(509)222-2400, lamberr(?wsdot.wa.zov Type of Work: Site Reclamation/Road Construction Salmon Springs Phase 2 Water Main Replacement $1,503,659.50 05/19 08/03/17 Contract No.2014048 City of Puyallup—Public Works Water Division,333 S Meridian,Puyallup, WA 98371 Drew Young,(253)435-3641,dyoung@cJ.puyallip.wa.us Type of Work: Water Main Installation/Roadway Reconstruction Pond Repair—Private Project $375,370.71 04/19 03/05/19 Contract No.2019.02 Wild Waves,Theme&Water Park,36201 Enchanted Parkway South, Federal Way, WA 98003 Todd Suchan Type of Work: Excavation/Mobilization/Demobiization Balmar Yard Retaining Wall Project $630,321.50 02/19 11/07/18 Contract No. BF10012270 BNSF—Railway Company,N/A N/A Type of Work: Earthwork 9 7211 Street East,270 Feet W/O Bentley Road East MP 6.79 $673,016.33 02/19 07/09/18 Contract No. 5845 Pierce County,4301 South Pine Street,Suite 628,Tacoma,WA 98409 Patti Lyter,(253)798-6699, pliyter co.pierce.wa.us Type of Work: Embankment Repair/Slope Reinforcement/Roadway Repair Evergreen Ford Detail Shop—Private Project $416,910.78 02/19 05/21/18 Contract No.201804 Sammamish Plateau Water, 1510 2281 Avenue SE,Sammamish,WA 98075 Kyle Wong,(425)392-6256 Type of Work: Sewer Work Arlington Valley Road $2,998,650.00 02/19 04/23/18 Contract No.P02.390.2 City of Arlington—Department of Public Works, 154 W.Cox Avenue,Arlington,WA 98223 Ryan Morrison,(360)403-3512,rmorrison(r,.arlingtonwa.gov Type of Work: Road Construction/Excavation Eastside Treatment Plant Outfall Replacement $40,654.00 02/19 02/08/19 Contract No. 5803 City of Bremerton, 1501 Taylor Way,Tacoma,WA 98421 John Blair,(408)896-6051, iohnb@americanconstco.com Type of Work: Outfall Replacement Well 13—Site Preparation Project $530,689.39 02/19 01/20/19 Contract No. C076-18 City of Port orchard,216 Prospect Street,Port Orchard, WA 98366 Darren Podruza,(360)535-4721,dpodrazu@ci1yofportorchard.us Type of Work: Erosion&Sediment Control/Stormwater Management/Fence Installation US-95,Moctileme Creek Bridger,US-95, Windfall Pass Curve, $4,300,000.00 11/18 07/16/18 Benewah County Contract No. 8437 State of Idaho Transportation Department,3311 W. State St.,Boisie,ID 83703 Ryan Hawkins,(208)772-1223, tyan.hawkins a.itd.idaho.—ov, Type of Work:Highway Reconstruction/Bridge/Culvert Replacement South 2231 Street Pavement Rehabilitation Project $1,491,391.91 11/18 05/18/18 Contract No.2018.01 City of Des Moines Public Works Dept.,21650 111 Avenue S.,Des Moines,WA 98198-6317 Scott Romano,(206)870-6539,sromano@desmoineswa.aov Type of Work:Pavement Rehabilitation 81 Avenue S. Stormwater Retrofit $1,081,965.95 11/18 04/10/17 Contract No.201701 City of Burien,400 SW 15211 Street,Suite 300,Burien,WA 98166 Dan O'Brien,(206)241-4647,dano@burienwa.gov Type of Work:Stormwater Trunk Main Improvements South Bellingham Siding Extension $2,833,537.60 10118 08/13/18 Contract No. BF10013377 BNSF—Burlington Northern Railroad,2454 Occidental Ave.So.#2-D,Seattle, WA 98134 Don Omsber,(206)625-6264 Type of Work: Siding Extension Downey and Naden Clearing and Grading $857,754.81 10/18 08/13/18 Contract No. 18-3007.1 City of Kent,220 411 Avenue S,Kent, WA 98032-5500 10 Matt Knox,(253)856-5546,mknox a,kentwa.gov Type of Work: Clearing/Grubbing East Valley Highway Preservation—S 180" St.to S 196'h St $2,247,843.75 10/18 08/06/18 Contract No. 1730032 City of Kent—Public Works Department,400 West Gowe, Kent,WA 98032 Eric Connor,econnor n kentwa.gov Type of Work:Highway Preservation SE 1911'Way Road Realignment and Revetment Repair $604,763.50 10/18 07/09/18 Contract No. C01259C 18 King County Water&Land Resources Division,3`d Floor 401 Fifth Avenue,Seattle WA 98104 Trisha Roth,(206)263-1964,troth@kinuoun!y.gov Type of Work: Road Realignment/C0I032C Revetment Repair Stormdrain Crossing Taxiway B at Connector B5 (Re-bid) $640,460.00 10/18 07/09/18 Contract No. C0121 1 C 17 King County Dept of Transportation,401 51'Ave., Suite 300, Seattle,WA 98104 Mary Lee,(206)263-9381, ma .lee o,kinacountv.!Zov Type of Work: Replacement&Realignment of Storm Pipes/Site Restoration Phase IVA Closure Construction Project,LRI Landfill,Graham, WA $1,314,839.89 10/18 07/05/18 Contract No. 2190 17925 Meridian St., E.,Puyallup, WA 98375 George Duveendack,(253)847-7555,George duvendack a wasteconnections.com Type of Work: Landfill Construction Washougal to Mt. Pleasant Double Track $4,279,924.66 10/18 07/01/18 Contract No.BF 100 13 317 BNSF-Railway Company,2454 Occidental Ave. So. 42-D, Seattle,WA 98134 Don Omsberg,(206)625-6264, Donald.omsberg,(bnsf.com Type of Work: Embankment/Drainage Improvements Cell 7 Pre-Excavation Project,LRI Landfill,Graham WA $1.608,671.71 10/18 07/05/18 Contract No.219018 Pierce County Recycling,Composting and Disposal, LLC dba LRI, 17925 Meridian St.,E.,Puyallup, WA 98375 George Duvendack,(253)847-7555,George duvendack@wasteconnections.com Type of Work:Cell Pre-Excavation/Site Improvements Rocky Point Ph 1, Road Improvements(Private Project) $147,213.00 10/18 05/02/18 Contract No.201802 Rocky Point Development, LLC,PO Box 4136, Palmer, AK 99645 Kevin Sorensen,N/A Type of Work: Mobilization/Excavation/Road Improvements SR 99 Alaskan Way Viaduct-Replacement South Access- $22,583.904.00 10/18 02/12/18 SR 99 Connections Contract No.9160 Washington State Department of Transportation,PO Box 47420,Olympia, WA 98504-7420 Patrick Fuller,(206)805-2900, f iIIe @wsdot.wa.eov Type of Work: Viaduct Replacement C222A, S 277" St.Corridor Capacity $5,492,099.55 09/18 07/11/16 &Non-Motorized Trail Improvements Contract No. 16-06 11 s ➢ City of Auburn,25 West Main St.,Auburn, WA 98001-4998 Amanda DeSilver,(253)876-1980,adesilverAauburnwa.gov Type of Work:Trail Improvements Pier 4 Phase 2 Reconfiguration $3,455,212.00 09/18 06/27/16 Contract No.070136 Port of Tacoma, PO Box 1837,Tacoma, WA 9801-1837 Eric Ramirez,(206)295-9113,eramirez@mansonconstruction.com mansonconstruction.com Type of Work: Reconfiguration Mass Grading and Stormwater $1,388,950.00 09/18 05/23/18 Contract No. 517117 City of Bonney Lake,9002 Main Street E,Bonney Lake, WA 98391 John Woodcock, (253)447-4336,woodcocki@bonney-lake.wa.us Type of Work: Pipe Installation/Erosion and Sedimentation Control N.271 Place Bridge Scour Repair Project $444,783.22 08/18 07/09/18 Contract No.CAG-18-002 City of Renton, 1055 S.Grady Way,Renton, WA 98057 Derek Akesson,(425)430-7337,dakesson@rentonwa.gov Type of Work: Bridge Repair Marine Drive Embankment Repair Mile Post 1.2 $959,235.00 08/18 06/19/18 Contract no. RC 1731 Snohomish County,3000 Rockefeller Ave.,M/S 507,Everrett,WA 98201-4046 Kelli Kunz,(425)388-6429, kelli.kunz@co.snohomish.wa.us Type of Work: Embankment Repairs Emergency Contract Water Main North Expressway $500,000.00 08/18 07/31/18 Contract No. MC-0319521 Port of Seattle, PO Box 68727,Seattle, WA 98168 Tina Hemingway,(206)787-3587, heming_way.t@portseattle.orQ Type of Work: Pipe Installation Fairview Loop Realign at Knik Goose Bay Road $2,151,595.45 07/18 08/14/17 Contract No. 54800 State of Alaska-Department of Transportation,4111 Aviation Avenue/PO Box 196900,Anchorage,AK 99519-6900 Dave Lee,davejee@alaska.gov Type of Work: Road Realignment/Reconstruction Vitro Pit Reclamation $4,655,556.40 07/18 06/02/17 Contract No. 52956-1 State of Alaska Dept of Natural Resources,550 W. 71 Ave.,Suite 920,Anchorage,AK 99501 Jacob Gondek, (907)269 8756,Jacob.,ondek@alaska.gov Type of Work: Pit Reclamation AW WTF Erosion Protection For Beach Tower $714,800.00 07/18 05/29/18 Contract No.2018002034 Municipality of Anchorage,3000 Arctic Boulevard,Anchorage,AK 99503 Tom Winkler,(907)564-2785,tom.winklerOtawwu.biz Type of Work: Erosion Protection Landslide Repair—Private Project $85,260.00 06/18 05/29/18 Contract No. 201805 Wild Waves,Theme&Water Park,36201 Enchanted Parkway South, Federal Way, WA 98003 12 Todd Suchan Type of Work: Landslide Repairs Rehabilitate Runway and Runway Lighting Project $1,490,023.38 05/18 09/01/17 Contract No.3-53-0042-008-2017 City of Omak,2 North Ash Street,Omak, WA 98841 Becky Thompson,(509)458-3727,bthompsonMub.com Type of Work: Runway Rehabilitation 1201 Ave NE Corridor Stage 3 NE 121 St to NE 16"'St. $10,895,510.07 05/18 08/22/16 Contract No. 16033 City of Bellevue Transportation Department,450 1101 Avenue N.E.!P.O.Box 90012 Bellevue WA 98009-912 Jennifer Spino,(425)452-5279, ispino@bellevuewa.gov Type of Work: Roadway Excavation and Embankment/Pipe Installation FMS Parking Lot Expansion, Montesano Readiness Center $403,680.00 04/18 10/18/17 Contract No.C 18-022 State of Washington,Military Department,Bldg.#36 Quartermaster Road,Camp Murray,WA 98430 Gary Wells,(253)512-8940,ga!y.wells@i-nil.wa.gov Type of Work: Parking Lot Expansion 1-5 Martin Way to Marvin Road Stormwater Retrofit $167,989.00 04/18 03/05/18 Contract No.9176 Washington State Dept. of Transportation,PO Box 47300,Olympia, WA 98504 Brian Whitehouse,(360)570-6750, whitehb@wsdot.wa.gov Type of Work: Stormwater Retrofit East Park Stormwater Outfall Emergency Beach Repair $120,000.00 03/18 12/11/17 Contract No.8642 City of Bremerton, 3027 Olympus Drive, Bremerton,WA 98130 Linda Fulton,(360)473-2323, linda.fulton@ci.bremerton.wa.us Type of Work: Erosion Control/Slop Stabilization No. 1 Pole Yard Facility Grading Plan—Phase 1 $318,096.57 12/17 09/25/17 Contract No. MA16-002 Mason County PUD,N.21971 Hwy. 101,Shelton, WA 98584 Steven Taylor, (360)607-0643 Type of Work: Grading US20 PME: Environmental Mitigation Measures $2,688,688.88 12/17 05/01/16 Contract No. 14872 Oregon Dept of Transportation,3930 Fairview Industrial Dr.,SE,MS#2-2,Salem,OR 97302-1166 Carolee Will,(503)986-6938,carolee.s.will@odot.state.or.us Type of Work: Environmental Mitigation SR31 South of Metaline—Emergent Slide Repair/Debris Removal $61,893.35 12/17 04/17/17 Contract No.9086 Washington State Dept.of Transportation,2714 North Mayfair,Spokane, WA 99207 Robert Blegen,(509)324-6021,bleg_enr@wsdot.wa.gov Type of Work: Slide Repairs/Debris Removal Rebid Highway 603 Stabilization Project $4,493,714.21 11/17 04/03/17 Contract No.2144 Lewis County Dept of Public Works—Engineering Division,2025 NE Kresky Ave.,Chehalis, WA 98532-2626 Lauren Jessup,(360)740-2650, latiren.*essup@lewiscouiitywa..gov Type of Work: Highway Improvements N Fork Issaquah Creek Fish Passage %5,186,640.40 10/17 05/1 1/17 13 Contract No.9040 Washington State Department of Transportation, PO Box 47420,Olympia,WA 98504-7420 Dave Lindberg,(425)225-8725, lindbed a wsdot.wa.Pov Type of Work:Grading/Excavation/Stream Diversion Installation Richardson HWY.MP 110-Tazlina Wayside River Bank Stabilization $503,450.00 07/17 01/12/17 Contract No.61076 Alaska Department of Transportation,2301 Peger Road,Fairbanks,Alaska 99709-5316 Joshua Kunz,(907)347-7666,Joshua.kunz@alaska.gov Type of Work: River Bank Stabilization Lindbergh Highschool Parking Lot Improvements $890,755.00 08/17 07/13/17 Contract No.201704 Renton School District,7812 S 1241h Street,Seattle,WA 98178-4830 Bill Fierst(253)383-2422 Type of Work: Parking Lot Improvement East Park Stormwater Outfall $374,428.00 08/17 05/01/17 Contract No. 846 City of Bremerton,3027 Olympus Drive,Bremerton,WA 98310 Linda Fulton,(360)473-2323, linda.fulton a.ci.bremerton.wa.us Type of Work: Pipe Installation Tukwila Urban Center Pedestrian Bicycle Bridge $6,285,520.60 08/17 08/15/16 Contract No.90510403 City of Tukwila,6200 Southcenter Boulevard,Tukwila, WA 98188 Peter Lau,(206)433-0179,peter.lau@tukwilawa.Qov Type of Work: Bridge Constructionlew Cedar Hills Regional Landfill Area 8 Refuse Facility and Area 7 $32,619,010.45 09/18 06/05/17 Contract No.CO 129C17 King County-Solid Waste Division,401 Fifth Avenue,311 Floor,Chinook Building,Seattle, WA 98104 Mary Lee,(206)263-9381,mary.leeftingcounty.cov Type of Work: Erosion&Installations 72"d Ave. S. Extension,S. 1961 St.to 2001 St. $2,692,813.01 05/18 03/28/16 Contract Np.08-3004 City of Kent,400 West Gowe,Kent,WA 98032 Jason Barry,(253)797-8462, iban-y@kentwa.eov Type of Work: Road Expansion Auburn Track Access&Protection:Phase 2 Retaining Walls $1,029,741.67 03/18 01/08/18 Contract No. BF10012338 BNSF Railroad Company,2301 Lou Menk Dr.,GOB-1 W,Ft. Worth,Texas Erin Freeman Type of Work:Track Access&Protection Microsoft TFE $1,994,046.00 07/17 07/06/17 Contract No.3009 SEA CON,LLC., 165 NE Juniper Street,Issaquah, WA 98027 SEA CON,LLC,N/A Type of Work:Earthwork and Utilities S. Spokane St @ 1-5 Seismic Backbone $1,207,369.60 05/17 08/15/16 14 4/3/23,3:40 PM Check tax rate Employment SwurllyDepartment Check tax rate Legal Entity: SCARSELLA BROS INC ESD Number: 000-219514-00-1 2019 2020 2021 2022 2023 Tax year 2023 Total UI tax rate 6% Tax class RegularTaxableEmployeEAF rate 0.02% Minimum wage $15.74 Total employer tax 6.02% rate Annual taxable wage $67,600.00 base Available services https://portal.esd.wa.gov/CheckTaxRate /� 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 (April 11, 2023), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Scarsella Bros., Inc. Bidder's Bu am Signat a of Authorized Official* Bob Scarsella Printed Name Vice President Title April 11, 2023 Kent WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Watermain Improvements/Alma roof 28 March 27, 2023 Project Number: 23-3002 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 (April 11, 2023), 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. Scarsella Bros., Inc.Z. Bidder's Bu a Signat a of Auth rized Official* Bob Scarsella Printed Name Vice President Title April 11, 2023 Kent WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Watermain Improvements/Al ma roof 29 March 27, 2023 Project Number: 23-3002 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 eighty (80) 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 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: April 11, 2023 Scarsella Br Inc. NAM DD gnature of Authorized Re resentative Bob Scarsella, Vice President (Print Name and Title) P.O. Box 68697, Seattle, WA 98168 Address 2023 Watermain Improvements/Almaroof 30 March 27, 2023 Project Number: 23-3002 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Scarsella Bros. 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 2023 Watermain Replacement/Project Number: 23- 3002 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 11th DAY OF April 23. Scars S. C. P NCIPAL Li Mutual Insuranc om any, SUR Cynthia L. Jay, Attorney-in-Fac 2B Received return of deposit in the sum of $ 2023 Watermain Improvements/Al ma roof 31 March 27, 2023 Project Number: 23-3002 This Power of Attorney limits the acts 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: 8207353-023049 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, Aliccon A. Keltner;Alyssa J.Lopez;Amber Lynn Reese;Amelia G.Burrill;Annelies M.Richie;Brandon K.Bush;Brent E.Heilesen;Carley Espiritu;Christopher Kinyon; Cynthia L.Jay;Dana Marie Brinkley;Diane M.Harding;Donald Shanklin,Jr.;Eric A.Zimmerman;Erica E.Mosley;Holli Albers;Jacob T.Haddock;James B. Binder Jamie L.Marques Julie R.Truitt Justin Dean Price Kari Michelle Motley Katharine J.Snider;Lindsey Elaine Jorgensen;Lois F.Weathers;Michael Mansfield Misti M Webb Sara Sophie Sellin 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 17th day of February , 2022 Liberty Mutual Insurance Company INSU& �qv INSU � tNSuip The Ohio Casualty Insurance Company `JPG°aP0 H4rAyn y`�P°OaPO q, YI `oP°oaPORar4 y:1 West American Insurance Company J3 Fot� Q3 Fon � � Foci 1912 Q 0 1919 0 7- 1991 Q : o a SDd,N 0+10 0>-�D �^ QQ gy' 4�Z 7, m m David M.Carey,Assistant Secretary = m State of PENNSYLVANIA ss N p1 County of MONTGOMERY o j, (D On this 17th day of February 2022 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance c� 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 4? > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. > N — 3 IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. ; CO tp PAS 0_ O Q y rvwg TF( Commonwealth of Pennsylvania-Notary Seal tN o� gc,, { Teresa Pastella,Notary Public a c, '� p Montgomery County E O OF My commission expires March 28,2025 By: �iQ C 3 Commission number 1126044 vP eresa Pastella,Notary Public Q `o N N yOT SYL �C� Member,Pennsylvania Association of Notaries O O 04 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 00, •S Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: li 6 ARTICLE IV—OFFICERS:Section 12.Power of Attorney. a o 12 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 0 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 _ > C: any and all undertakings,bonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall c c8 o L 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 N Z L) 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 attomey-in-fact under the L 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. 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 attomeys-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 11 th—day of April 2023 iNSUR s( INS& %14su J PG°�PORg Oynt� O P°°aPO�r�Z0 IV 1912 0 1919 LU 1991 dO9 ACHU`� .dD SO HgMpS"da ds �NDIAN;' �a$ y Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi CD 02/21 c 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. 2023 Watermain Replacement Project Number: 23-3002 NAME OF PROJECT Scarsella Bros., Inc. NAM F BID 'S FI SIGNATUR OF AUTHORIZED REPRESENTATIVE OF BIDDER 2023 Watermain Improvements/Almaroof 32 March 27, 2023 Project Number: 23-3002 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: (Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER: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 $ 2023 Watermain Improvements/Almaroof 33 March 27, 2023 Project Number: 23-3002 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (t) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the 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: (app cable if Mayor's signature required) Kent La Department 2023 Watermain Improvements/Almaroof 34 March 27, 2023 Project Number: 23-3002 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 ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ ContractorCompliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signatureand address ................................................................❑ Declaration - City of Kent Non-Discrimination Policy...........................❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ Firstline of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimumbid prices are correct...................................................❑ Subcontractor List (contracts over $iM - HVAC, Plumbing, & Electrical)............❑ Subcontractorslisted properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)-❑ Subcontractorslisted properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ Statement that Bidder Has Not Been Disqualified ................................❑ Certification of Compliance with Wage Payment Statutes....................❑ ProposalSignature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form.................................................................❑ Signature ....................................................................................❑ ChangeOrder Form (Example).............................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 2023 Watermain Improvements/Almaroof 35 March 27, 2023 Project Number: 23-3002 PAYMENT AND PERFORMANCE BOND #023226836 • T TO C I TY OF KENT KEN KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Scarsella Bros. Inc. assac usetts as Principal, and Liberty Mutual Insurance Company 1-- a Corporation organized and existing under the laws of the State of XXAXX-I� `fi, 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 $ 1,346,673.84 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of 2023 Watermain Replacement/Project Number: 23-3002 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 2023 Watermain Improvements/Almaroof 36 March 27, 2023 Project Number: 23-3002 TWO WITNESSES: Scarsella Bros. Inc. PRINCIPAL ( ipal' me abo BY: Bcb Scarsella pHntz TITLE: Vim PrxsJrUt DATE: qAo/-.3 DATE: April 20, 2023 CORPORATE SEAL: PRINT NAME DATE: Y);taJP3 Liberty Mutual Insurance Company SURETY CORPORATE SEAL: BY: DATE: April 0, 2023 TITLE: Cynthia L. Jay Attorney-in-Fact.— ADDRESS: Propel Insurance 601 Union #3400 Seattle WA 98101 CERTIFICATE AS TO CORPORATE SEAL hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for an n behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY 2023 Watermain Improvements/Alma roof 37 March 27, 2023 Project Number: 23-3002 This Power of Attorney limits the acts 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: 8207353-023049 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;Annelies M.Richie;Brandon K.Bush;Brent E.Heilesen;Carley Espiritu;Christopher Kinyon; Cynthia L.Jay;Dana Marie Brinkley;Diane M.Harding;Donald Shanklin,Jr.;Eric A.Zimmerman;Erica E.Mosley;Holh Albers;Jacob T.Haddock;James B. Binder;Jamie L.Marques;Julie R.Truitt;Justin Dean Price;Kart Michelle Motle ;Katharine J.Snider;Lindsey Elaine Jorgensen;Lois F.Weathers;Michael Mansfield;Misti M.Webb;Sara Sophie Sellin;Tamara A.Rin eisen 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 17th day of February 2022 Liberty Mutual Insurance Company \NSUR �t`( INSV %NSU�y The Ohio Casualty Insurance Company �JP4��ypp�Tgit� hJP"GoaPORyT'P9 \vQ'aoaPo�rF yn West American Insurance Company y g3 Fot� Q3 on 1912 0 0 1919 o a 1991 0 /'^ U a) (�9sS4CHU`���.dL y�y F/AMPS���a3O '� �NDIAN�• .da lA`i 1� dyl * *ad s''M BY / s ca c * David M.Carey,Assistant Secretary m cu State of PENNSYLVANIA c E rn County of MONTGOMERY ss o T SDOn this 17th day of February 2022 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 8 aa) o�p 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, therein contained by signing on behalf of the corporations by himself as a duly authorized officer. >W, ¢_ - IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. 0 W 0P PASTS 0-0 O fD F ON WF Commonwealth of Pennsylvania-Notary Seal o�M ,, C Teresa Pastella,Notary Public E Qj O +- 8 Montgomery County ` N ate+ OF My commission expires March 28,2025 1O c N ��c Commission number 1126044 By:Teresa Pastella,Notary Public Q o �- y MSy_4 �G Member,Pennsylvania Association of Notaries O Iq Iq �QRY Pveiy `N 00 Co C 4? 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 M V) O ARTICLE IV-OFFICERS:Section 12.Power of Attorney. `o 0 Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject , such limitation as the Chairman or the--ac o 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 — > N 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 attomey,shall o L 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 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 o_ 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. rl n ARTICLE All-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 correch 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 2.0th _day of April 2023 tNSU& tY INS& � %Nsuy, hJP4 RPprk."I C� yJP`pPPORy�,"tT� \UP2ovL CRq���LC� J r Fo m Q 3 co 1912 0 1919 1991 0 : � o .1 o By. cl l'r3,yCHUS�-aD you/ygMPS aa3 'e:,_ blANI•�,ab Renee C.Llewellyn,Assistant Secretary ' M * r LMS-12873 LMIC OCIC WAIC Multi Co 02121 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Scarsella Bros,Inc. , organized under the laws of the State of Washington , located and doing business at 8404 S. 196th Street,Kent,WA 98031 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: 2023 Watermain Replacement/Project Number: 23-3002 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 2023 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 2023 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 eighty (80) 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 $1,346,673.84. 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. 2023 Watermain Improvements/AlmarooF 38 April 12, 2023 Project Number: 23-3002 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 competentjurisdiction 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, the Contractor's liability hereunder shall be employees, agents and volunteers, 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. 2023,Watermain Improvements/Almaroof 39 March 27, 2023 Project Number: 23-3002 CITY OF KENT BY-7 �D -- — DANA RALPH, MAYOR DATE:--- 05/05/2023 ATTE T: KIMBERLEY A OTO, CI I CLERK A 'ROVED AS TO FORM: KENT AW DEPARTMENT CONTRACTOR BY: PRIM NAME: Bob Scarsella TITLE: Vice President DATE: 2023 Watermain Improvements/Almaroof 40 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain I mprovements/Al ma roof 41 March 27, 2023 Project Number: 23-3002 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, s well as to an temporary structures, scaffolding and suppliers or contractors a y p Y 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. 2023 Watermain Improvements/Almaroof 42 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 43 March 27, 2023 Project Number: 23-3002 Client#: 111013 SCARBROS1 DATE(MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 1 5/02/2023 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 Sharnel Di Vona NAME: Propel Insurance PHONE g00 499-0933 FAX 866 577-1326 A/C No Ext: A/C,No 1201 Pacific Avenue; Suite 1000 E-MAIL ADDRESS: sharnel.divona@propelinsurance.com p COM Construction INSURER(S)AFFORDING COVERAGE NAIC# Tacoma,WA 98402-4321 INSURER A:Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B:Liberty Insurance Corporation 42404 Scarsella Bros. Inc. INSURER C:Navigators Specialty Insurance Company 36056 PO Box 68697 Allied World Assurance Company US Inc 19489 INSURER D: p Y( ) Seattle,WA 98168-0697 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. LT R TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY TB2Z91454734103 5/01/2023 05/01/2024 EACH OCCURRENCE $1 000 000 CLAIMS-MADE �OCCUR PREMISES ERENTED nce $1,000,000 X BI/PD Ded:$15,000 MED EXP(Any one person) s5,000 X WA Stop Gap PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X1 JECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: Stop Gap $1,000,000 A AUTOMOBILE LIABILITY AS2Z91454734033 5/01/2023 05/01/202 Ea aINED acid.",)SINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ X A000110/13 X AC849411/17 $ B X UMBRELLA LIAB X OCCUR TH7Z91454734403 5/01/2023 05/01/2024 EACH OCCURRENCE s3,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s3,000,000 DED I X I RETENTION$0 $ WORKERS COMPENSATION WA St0 Ga only: PER OTH- AND EMPLOYERS'LIABILITY p p y' TAT TE ER Y/N A ANY PROPRIETOR/PARTNER/EXECUTIVE TB2Z91454734103 5/01/2023 05/01/2024 E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Excess Liability SE23EXCZODPNAIC 5/01/2023 05/01/202 $2,000,000(X$3m umbr) D Contr Pollution 03083387 05/01/2023 05/01/202 $5,000,000 ea.condition DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: 23-3002/2023 Watermain Replacement Project. Additional Insured Status 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 Gowe 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 #S5886380/M5886366 SXH00 This page has been left blank intentionally. Policy Number Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ADDITIONAL INSURED ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Blanket Additional Insured Where Required By Written Agreement Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 2. Blanket Additional Insured—Grantor Of Permits Item 3. Other Insurance Amendment Item 1. Blanket Additional Insured Where Required By Written Agreement Paragraph 2. of Section II —Who Is An Insured is amended to add the following: Additional Insured By Written Agreement The following are insureds under the Policy when you have agreed in a written agreement to provide them coverage as additional insureds under your policy: 1. Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). This insurance does not apply to any"occurrence"which takes place after the equipment lease expires. 2. Managers or Lessors of Premises: Any manager(s)or lessor(s)of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent act(s) or omission(s) of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out of the additional insured's sole negligence. LC 20 58 11 18 ©2018 Liberty Mutual Insurance Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. This insurance does not apply to: a. Any"occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; b. Structural alterations, new construction or demolition operations performed by or on behalf of that manager or lessor; or c. Any premises for which coverage is excluded by endorsement. 3. Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as mortgagee, assignee or receiver and arising out of your ownership, maintenance or use of the premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or on behalf of such person(s)or organization(s). 4. Owners, Lessees or Contractors: Any person(s) or organization(s) to whom you are obligated to procure additional insured coverage, but only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of your"employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or"personal and advertising injury" arising out of"your work" included in the "products-completed operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your act(s) or omission(s) or the act(s)or omission(s)of your"employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps,shop drawings,opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services. 5. Architects, Engineers or Surveyors: Any architect, engineer, or surveyor engaged by you but only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury"caused, in whole or in part, by your act(s)or omission(s) or the act(s) or omission(s)of those acting on your behalf: a. In connection with your premises; or b. In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of or failure to render any professional services by or for you, including: LC 20 58 11 18 ©2018 Liberty Mutual Insurance Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. a. The preparing,approving, or failing to prepare or approve, maps,shop drawings,opinions, reports,surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or for you. 6. Any Person or Organization Other Than a Joint Venture: Any person(s)or organization(s)(other than a joint venture of which you are a member) for whom you are obligated to procure additional insured coverage, but only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury"caused, in whole or in part, by your act(s)or omission(s) or the act(s)or omission(s)of those acting on your behalf: a. In the performance of your ongoing operations; or b. In connection with premises owned by or rented to you. This insurance does not apply to: a. Any person(s) or organization(s) more specifically covered in Paragraphs 1. through 5. above; b. Any construction, renovation,demolition or installation operations performed by or on behalf of you, or those operating on your behalf; or c. Any person(s)or organization(s)whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve, maps, drawings, opinions, reports, surveys, field orders, change orders, designs and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or on behalf of you, or those operating on your behalf. The insurance afforded to any person(s)or organization(s)as an insured under this Item 1.: 1. Applies to the extent permitted by law; 2. Applies only to the scope of coverage and the minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the limits of insurance provided by this Policy; 3. Does not apply to any person(s) or organization(s)for any"bodily injury", "property damage" or"personal and advertising injury" if any other additional insured endorsement attached to this Policy applies to such person(s) or organization(s)with regard to the "bodily injury", "property damage" or"personal and advertising injury"; 4. Applies only if the "bodily injury" or "property damage" occurs, or the offense giving rise to the "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and 5. Applies only if the written agreement is in effect at the time the "bodily injury" or"property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. LC 20 58 11 18 ©2018 Liberty Mutual Insurance Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Item 2. Blanket Additional Insured—Grantor Of Permits Paragraph 2. of Section II —Who Is An Insured is amended to add the following: Any state, municipality or political subdivision that has issued you a permit in connection with any operations performed by you or on your behalf, or in connection with premises you own, rent or control, and to which this insurance applies, but only to the extent that you are required to provide additional insured status to the state, municipality or political subdivision as a condition of receiving and maintaining the permit. Such state, municipality or political subdivision that has issued you a permit is an insured only with respect to their liability as grantor of such permit to you. However, with respect to the state, municipality or political subdivision: 1. Coverage will be no broader than required; and 2. Limits of insurance will not exceed the minimum limits of insurance required as a condition for receiving or maintaining the permit; but neither the scope of coverage nor the limits of insurance will exceed those provided by this Policy. This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products-completed operations hazard", except when required by written agreement initiated prior to loss; or 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 3. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s)or organization(s)that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV— Commercial General Liability Conditions will not apply.Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Commercial General Liability Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or"suit". LC 20 58 11 18 ©2018 Liberty Mutual Insurance Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Policy Number Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non-Owned Watercraft Extension Item 3. Damage To Premises Rented To You — Expanded Coverage Item 4. Bodily Injury To Co-Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Or Offense Item 7. Notice Of Occurrence Or Offense Item 8. Unintentional Failure To Disclose Item 9. Bodily Injury Redefined Item 10. Supplementary Payments — Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefined Item 13. Newly Formed Or Acquired Entities Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 1. Reasonable Force Exclusion a. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non-Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: (a) Less than 55 feet long; and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You — Expanded Coverage A. The final paragraph of 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: LC 04 43 11 18 ©2018 Liberty Mutual Insurance Page 1 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Exclusions c.through n.do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III —Limits Of Insurance. B. Paragraph 6. of Section III— Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of"insured contract' in Section V— Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract'; D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I—Coverage A—Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III— Limits of Insurance. Item 4. Bodily Injury To Co-Employees A. Paragraph 2. of Section II—Who Is An Insured is amended to include: Each of the following is also an insured: Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership,joint venture or limited liability company) or your managers (if you are a limited liability company)) or"volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Paragraph 2.a.(1)(a) of Section II—Who Is An Insured does not apply to"bodily injury"for which insurance is provided by this paragraph. LC 04 43 11 18 ©2018 Liberty Mutual Insurance Page 2 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. B. The insurance provided by this Item 4.for"bodily injury"to a co-"employee"or"volunteer worker"will not apply if the injured co-"employee's" or"volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other Insurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(d) of Section II —Who Is An Insured is replaced by the following: (d) Arising out of his or her providing or failure to provide professional health care services. However, any "employee"or"volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a public or medical emergency or who is a "designated health care provider" is an insured with respect to "bodily injury" and "personal and advertising injury" that: (i) Arises out of the providing of or failure to provide professional health care services; and (ii) Occurs in the course of and within the scope of such "employee's"or"volunteer worker's" employment by the Named Insured. B. With respect to "employees"and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of Section I —Coverage A— Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability: This insurance does not apply to: (1) Liability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V— Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Other Insurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Or Offense Knowledge of an"occurrence"or offense by your agent,servant or"employee"will not in itself constitute knowledge by you unless your "executive officer" or "employee" designated by you to notify us of an "occurrence" or offense has knowledge of the "occurrence" or offense. LC 04 43 11 18 ©2018 Liberty Mutual Insurance Page 3 of 5 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Item 7. Notice Of Occurrence Or Offense For purposes of Paragraph 2.a. of Section IV — Commercial General Liability Conditions, you refers to your "executive officer" or"employee"that you have designated to give us notice. Item 8. Unintentional Failure To Disclose Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this Policy shall not be a basis for denial of any coverage afforded by this Policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non- renewal. Item 9. Bodily Injury Redefined The definition of"bodily injury" in Section V— Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments — Increased Limits Paragraphs 1.b. and 1.d. of Section I — Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist in the investigation or defense of the claim or"suit", including actual loss of earnings up to$500 a day because of time off from work. Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability are deleted. B. Additional Exclusion Coverage provided by this endorsement does not apply to "property damage"to property while in transit. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A. above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one 'occurrence" regardless of the number of persons or organizations who sustain damage because of that'occurrence". LC 04 43 11 18 ©2018 Liberty Mutual Insurance Page 4 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. D. Other Insurance This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this Policy. Item 12. Mobile Equipment Redefined The definition of"mobile equipment' in Section V— Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road maintenance, but not construction or resurfacing; or (3) Street cleaning. Item 13. Newly Formed Or Acquired Entities A. Paragraph 3. of Section II —Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain majority ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period whichever is earlier; b. Section I — Coverage A— Bodily Injury And Property Damage Liability does not apply to "bodily injury" or"property damage"that occurred before you acquired or formed the organization; and c. Section I—Coverage B—Personal And Advertising Injury Liability does not apply to"personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to any organization as a Named Insured under this Item 13. does not apply if a Broad Form Named Insured endorsement attached to this Policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive any right of recovery because of payments we make under this Policy for injury or damage arising out of your ongoing operations or"your work" included in the "products-completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury"or"property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. LC 04 43 11 18 ©2018 Liberty Mutual Insurance Page 5 of 5 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. This page has been left blank intentionally. Policy Number Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor-Additional Insured and Loss Payee IV. Supplementary Payments - Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible - Single Deductible XI. Physical Damage Deductible- Glass XII. Physical Damage Deductible-Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage- Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage- Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. II. EMPLOYEES AS INSUREDS Paragraph A.1.Who Is An Insured of SECTION II -COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR -ADDITIONAL INSURED AND LOSS PAYEE A. Any"leased auto"will be considered an"auto"you own and not an "auto"you hire or borrow.The coverages provided under this section apply to any "leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto"whichever occurs first. B. For any 'leased auto" that is a covered "auto" under SECTION II - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.1.Who Is An Insured provision is changed to include as an"insured"the lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your"employees"or agents; or 3. Any person, except the lessor or any"employee" or agent of the lessor, operating a "leased auto"with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the "leased auto"for"loss"to the covered "leased auto". 2. The insurance covers the interest of the lessor of the 'leased auto" unless the 'loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a "leased auto", we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E. The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto"means an"auto"which you lease for a period of six months or longer for use in your business, including any"temporary substitute"of such "leased auto". "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, 'loss" or destruction. AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II -COVERED AUTOS LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of SECTION IV - BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to "property damage" or"covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per"accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of$1,000. B. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto"from the place where it is recovered to its usual garaging location. VIII. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a. of SECTION III -PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of"loss". The most we will pay for"loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE -SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss"for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE—GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to "loss"to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a. In the event of"accident", claim, "suit"or"loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or"loss". Such notice must include: (1) How, when and where the "accident"or"loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit" or"loss"from your agent, servant or"employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or"suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV -BUSINESS AUTO CONDITIONS is amended to add the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or"suit"is brought against an"insured"outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or"suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto"with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the 'loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total 'loss". 3. We may deduct for betterment for parts normally subject to repair and replacement during the useful life of the "auto". In this event, deductions shall be limited to the lesser of: a. An amount equal to the proportion that the expired life of the part to be repaired or replaced bears to the normal useful life of that part; or b. The amount which the resale value of the "auto" is increased from the repair or replacement. B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement.We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay under this coverage is $30 per day, subject to a maximum of$900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered 'loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured"was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident'. If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. B. SECTION II -COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1. Any"auto" you don't own, hire or borrow is a covered "auto"for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: a. Any"auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members"are"insured"while"occupying"or while a pedestrian when struck by any"auto"you don't own except: Any"auto" owned by that individual or by any"family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any"auto" owned by that individual or by any member of his or her household; or 2. Any"auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto"for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an"auto"because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred; or AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. $30 per day with a maximum of$900 in any one period. D. This coverage does not apply: 1. While there are spare or reserve "autos" available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "loss" results from the total theft of a covered "auto"of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VI of this endorsement. XX.NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: (1) 60 days; (2) The number of days shown in the Cancellation and Non-renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total "loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the 'loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of$1,500 for each covered "auto". XXII.LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY- NOT THE LAWS OF THE UNITED STATES OF AMERICA.THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1. Paragraph B.7. of SECTION IV- BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or"loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV- BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a 'loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such "loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any"insured" who is not a resident of the United States. XXIII.WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV-BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident', to waive rights of recovery against such person or organization. AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Schedule Premium Liability Physical Damage Total Premium XVIII. Drive Other Car LIAB MP UM UIM COMP COLL Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days AC 84 94 11 17 ©2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1-17 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 .............................. 2-4 2-06 Subgrade Preparation...................................................... 2-5 2-07 Watering ....................................................................... 2-5 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 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 ............................................. 5-31 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins and Drywells....................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-8 7-09 Water Mains................................................................... 7-13 7-12 Valves for Water Mains .................................................... 7-21 7-14 Hydrants ....................................................................... 7-23 7-15 Service Connections........................................................ 7-25 7-17 Sanitary Sewer............................................................... 7-30 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-4 8-04 Curbs, Gutters, and Spillways........................................... 8-9 8-06 Cement Concrete Driveway Entrances................................ 8-10 8-09 Raised Pavement Markers ................................................ 8-12 8-10 Guide Posts.................................................................... 8-12 2023 Watermain Improvements/Almaroof March 27, 2023 Project Number: 23-3002 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-13 Monument Cases ............................................................ 8-13 8-14 Cement Concrete Sidewalks ............................................. 8-14 8-21 Permanent Signing.......................................................... 8-16 8-22 Pavement Marking .......................................................... 8-17 8-23 Temporary Pavement Markings......................................... 8-23 8-28 Pothole Utilities .............................................................. 8-24 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-30 Water Distribution Materials ............................................. 9-6 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 NEW WATERMAIN CONNECTION PROCEDURES............................... A-4 PREVAILING WAGE RATES.............................................................. A-5 2023 Watermain Improvements/Almaroof March 27, 2023 Project Number: 23-3002 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2023 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 2023 Watermain Improvements/Almaroof 1 - 1 March 27, 2023 Project Number: 23-3002 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 2023 Watermain Improvements/Almaroof 1 - 2 March 27, 2023 Project Number: 23-3002 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project by downloading at no charge at https://www.kentwa.gov/pay-and-apply/bids-procurement-rfps; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED 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 2023 Watermain Improvements/Almaroof 1 - 3 March 27, 2023 Project Number: 23-3002 Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 2023 Watermain Improvements/Almaroof 1 - 4 March 27, 2023 Project Number: 23-3002 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 2023 Watermain Improvements/Almaroof 1 - 5 March 27, 2023 Project Number: 23-3002 proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. 2023 Watermain Improvements/Almaroof 1 - 6 March 27, 2023 Project Number: 23-3002 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 2023 Watermain Improvements/Almaroof 1 - 7 March 27, 2023 Project Number: 23-3002 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7 IS SUPPLEMENTED BY ADDING 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. 2023 Watermain Improvements/Almaroof 1 - 8 March 27, 2023 Project Number: 23-3002 DIVISION I IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "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) 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 2023 Watermain Improvements/Almaroof 1 - 9 March 27, 2023 Project Number: 23-3002 was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.8(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking, 2023 Watermain Improvements/Almaroof 1 - 10 March 27, 2023 Project Number: 23-3002 The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition 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, 2023 Watermain Improvements/Almaroof 1 - 11 March 27, 2023 Project Number: 23-3002 junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 1-05.8(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION; 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore, when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the 2023 Watermain Improvements/Almaroof 1 - 12 March 27, 2023 Project Number: 23-3002 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 2023 Watermain Improvements/Almaroof 1 - 13 March 27, 2023 Project Number: 23-3002 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 2023 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 Details of known projects are as follows: A City's contractor is working on asphalt overlay project to overlay SE 228' St (west of 104th Ave SE). The contractor shall coordinate with the overlay contractor for staging, traffic control, and access to the site. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be 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. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.18 Referencing Existing Pavement Markings 2023 Watermain Improvements/Almaroof 1 - 14 March 27, 2023 Project Number: 23-3002 The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the existing locations or as directed by engineer. Pavement markings shall be replaced using the materials called for in these Specifications. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 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 2023 Watermain Improvements/Almaroof 1 - 15 March 27, 2023 Project Number: 23-3002 Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 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. 2023 Watermain Improvements/Almaroof 1 - 16 March 27, 2023 Project Number: 23-3002 The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents 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 2023 Watermain Improvements/Almaroof 1 - 17 March 27, 2023 Project Number: 23-3002 Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements The Contractor shall comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: SEPA (In progress) 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: 2023 Watermain Improvements/Almaroof 1 - 18 March 27, 2023 Project Number: 23-3002 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. 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1,000,000 (one million dollars) shall require that no less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state-approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The 2023 Watermain Improvements/Almaroof 1 - 19 March 27, 2023 Project Number: 23-3002 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). 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 2023 Watermain Improvements/Almaroof 1 - 20 March 27, 2023 Project Number: 23-3002 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 If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a 2023 Watermain Improvements/Almaroof 1 - 21 March 27, 2023 Project Number: 23-3002 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. Lumen Comcast Tanaiya Anderson Danny Cooley 253-313-8961 253-686-7592 (cell) TanaivaAnderson@lumen.com Danny_Cooley@cable.comcast.com Puget Sound Energy Gas & Verizon Power Scott Christenson Katie Dierick 425-636-6046 253-268-6331(cell) 425-471-1079 (cell) Katie.Dierick@pse.com 2023 Watermain Improvements/Almaroof 1 - 22 March 27, 2023 Project Number: 23-3002 SECTION 1-07.18IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING: 1-07.23(1) Construction Under Traffic 1. 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. 2. 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. 3. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to any lane closures. 4. Water shutdowns shall be coordinated to minimize downtime for City water customers. The contractor shall provide advance 48- hour notice to all impacted customers about the shutdown time. 5. Closure to the eastbound lanes of E James Street will be allowed for Work items listed in Schedule VIII and will be permitted for only ten consecutive calendar days. Detour Route in (Appendix 3) will be used when eastbound E James Street is closed. At all times, a minimum of one lane of westbound traffic on E James Street will be open to traffic. 6. All lanes on East James Street shall be open for both traffic directions during the City's local event (July 14th- July 16th.) 7. Notice to Proceed for construction work along East James Street (Schedule VIII) will be granted after June 261h, 2023, and will require completion prior to the start of school at Mill Creek Middle School (anticipated to be August 25th, 2023.) 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. 2023 Watermain Improvements/Almaroof 1 - 23 March 27, 2023 Project Number: 23-3002 SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH 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 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. 2023 Watermain Improvements/Almaroof 1 - 24 March 27, 2023 Project Number: 23-3002 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 There will be two notices to proceed with this project. The first notice will be for the water mains replacement and other related work items in four locations (State Ave N, SE 226th Street, SE 228th Street, and SE 232nd Street). The second notice to proceed will be for the storm improvement work on East James Street (schedule VIII) with the dates and details listed below. 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. Notice to Proceed for construction work along East James Street will be granted after June 261", 2023 and will require completion prior to the start of school at Mill Creek Middle School, anticipated to be August 251", 2023. Upon notice to proceed work along East James Street must be completed within 10 consecutive calendar days period as approved by the Project Engineer. 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 2023 Watermain Improvements/Almaroof 1 - 25 March 27, 2023 Project Number: 23-3002 Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight 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. 2023 Watermain Improvements/Almaroof 1 - 26 March 27, 2023 Project Number: 23-3002 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to 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. 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 2023 Watermain Improvements/Almaroof 1 - 27 March 27, 2023 Project Number: 23-3002 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 REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.9 Liquidated Damages 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 liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: 2023 Watermain Improvements/Almaroof 1 - 28 March 27, 2023 Project Number: 23-3002 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 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 2023 Watermain Improvements/Almaroof 1 - 29 March 27, 2023 Project Number: 23-3002 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 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 2023 Watermain Improvements/Almaroof 1 - 30 March 27, 2023 Project Number: 23-3002 decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, all traffic control devices shown in the traffic control plans and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 2023 Watermain Improvements/Almaroof 1 - 31 March 27, 2023 Project Number: 23-3002 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." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." 2023 Watermain Improvements/Almaroof 1 - 32 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 1 - 33 March 27, 2023 Project Number: 23-3002 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 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. Fire Hydrants The salvaged materials listed above shall be removed, hauled and stored at the City Maintenance Facility located at 5821 South 240t" Street (a.k.a. West James Street). All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 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 2023 Watermain Improvements/Almaroof 2 - 1 March 27, 2023 Project Number: 23-3002 that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit 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 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: 2023 Watermain Improvements/Almaroof 2 - 2 March 27, 2023 Project Number: 23-3002 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: 10 100' S.Y. x 8 = 125 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk and Driveway" 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 or driveway as shown on the plans and described in the specifications. The unit contract price per square yard for "Remove Existing Cement Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete pavement from roads for a depth of 8 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Should the Contractor encounter pavement to be removed which is thicker than 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: 10 100 SY x 8 = 125 S.Y. No other compensation shall be allowed. 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. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 inches in accordance with the plans and specifications. The bid item price shall include cutting any existing dowel bars, tie bars, reinforcement bars in the existing pavement as required. 2023 Watermain Improvements/Almaroof 2 - 3 March 27, 2023 Project Number: 23-3002 Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 100 x 8 = 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as 'wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, cutting existing pipe, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. 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. 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. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. 2023 Watermain Improvements/Almaroof 2 - 4 March 27, 2023 Project Number: 23-3002 Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 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 2023 Watermain Improvements/Almaroof 2 - 5 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 2 - 6 March 27, 2023 Project Number: 23-3002 DIVISION 4 - BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer 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" 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. 2023 Watermain Improvements/Almaroof 4 - 1 March 27, 2023 Project Number: 23-3002 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 James St Pavement Rehabilitation/Almaroof 5 - 1 March 27, 2023 Project Number: 18-3005 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 it 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. James St Pavement Rehabilitation/Almaroof 5 - 2 March 27, 2023 Project Number: 18-3005 • 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 James St Pavement Rehabilitation/Almaroof 5 - 3 March 27, 2023 Project Number: 18-3005 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). James St Pavement Rehabilitation/Almaroof 5 - 4 March 27, 2023 Project Number: 18-3005 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 31s' 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 James St Pavement Rehabilitation/Almaroof 5 - 5 March 27, 2023 Project Number: 18-3005 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 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 James St Pavement Rehabilitation/Almaroof 5 - 6 March 27, 2023 Project Number: 18-3005 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. 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. James St Pavement Rehabilitation/Almaroof 5 - 7 March 27, 2023 Project Number: 18-3005 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. Acopy 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. 5-04.3(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 James St Pavement Rehabilitation/Almaroof 5 - 8 March 27, 2023 Project Number: 18-3005 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. The material transfer device or vehicle (MTD/V) is not required in this project. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. 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. James St Pavement Rehabilitation/Almaroof 5 - 9 March 27, 2023 Project Number: 18-3005 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. S-04.3(4)A Crack Sealing S-04.3(4)A1 General 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 James St Pavement Rehabilitation/Almaroof 5 - 10 March 27, 2023 Project Number: 18-3005 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. S-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. S-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: James St Pavement Rehabilitation/Almaroof 5 - 11 March 27, 2023 Project Number: 18-3005 a. Cracks 1/4 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 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 James St Pavement Rehabilitation/Almaroof 5 - 12 March 27, 2023 Project Number: 18-3005 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 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 James St Pavement Rehabilitation/Al ma roof 5 - 13 March 27, 2023 Project Number: 18-3005 HMA Class 3/4" and HMA Class '/z" 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 JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 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 JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF 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: James St Pavement Rehabilitation/Almaroof 5 - 14 March 27, 2023 Project Number: 18-3005 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF 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 JMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1", 3/4", 1/2", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments - An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates -2 percent for the aggregate passing the 11/2", 1", 3/4", 1/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant James St Pavement Rehabilitation/Almaroof 5 - 15 March 27, 2023 Project Number: 18-3005 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 IMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF 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 JMF: • 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. James St Pavement Rehabilitation/Almaroof 5 - 16 March 27, 2023 Project Number: 18-3005 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 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 James St Pavement Rehabilitation/Almaroof 5 - 17 March 27, 2023 Project Number: 18-3005 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). 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 James St Pavement Rehabilitation/Almaroof 5 - 18 March 27, 2023 Project Number: 18-3005 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. 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 James St Pavement Rehabilitation/Almaroof 5 - 19 March 27, 2023 Project Number: 18-3005 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 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 James St Pavement Rehabilitation/Almaroof 5 - 20 March 27, 2023 Project Number: 18-3005 5-04.3(1O)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(1O)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. James St Pavement Rehabilitation/Almaroof 5 - 21 March 27, 2023 Project Number: 18-3005 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 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. James St Pavement Rehabilitation/Almaroof 5 - 22 March 27, 2023 Project Number: 18-3005 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 PR for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. James St Pavement Rehabilitation/Almaroof 5 - 23 March 27, 2023 Project Number: 18-3005 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. S-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. S-04.3(12)B Bridge Paving Joint Seals S-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. S-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)131 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. James St Pavement Rehabilitation/Almaroof 5 - 24 March 27, 2023 Project Number: 18-3005 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 I/s 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. 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. James St Pavement Rehabilitation/Almaroof 5 - 25 March 27, 2023 Project Number: 18-3005 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. 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. James St Pavement Rehabilitation/Almaroof 5 - 26 March 27, 2023 Project Number: 18-3005 The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition, the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, 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. James St Pavement Rehabilitation/Almaroof 5 - 27 March 27, 2023 Project Number: 18-3005 S-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. James St Pavement Rehabilitation/Almaroof 5 - 28 March 27, 2023 Project Number: 18-3005 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. James St Pavement Rehabilitation/Almaroof 5 - 29 March 27, 2023 Project Number: 18-3005 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 JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Cl. 1/2" PG 58V-22 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 ofthe 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. 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: The unit contract price per ton for "HMA Class 1/2", PG 58V-22" 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 James St Pavement Rehabilitation/Almaroof 5 - 30 March 27, 2023 Project Number: 18-3005 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 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. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to bid item 5020 "Temporary Traffic Control Devices." The unit contract price per square yard for "Planing Bituminous Pavement, 2 Inch Thick" 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. 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. The cement concrete pavement must develop a compressive strength of 2,500 psi prior to opening the cement concrete pavement to traffic. Materials, labor, and equipment used for accelerated curing shall be approved by the Engineer and shall be incidental to bid item "Cement Concrete Pavement - 8 inch depth". SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(1) Concrete Mix Design for Paving The contractor shall submit an alternate design mix for a high-early- strength cement concrete pavement for approval by the Engineer. The alternate mix design shall allow the concrete pavement to be open for vehicle traffic within one day (1- day mix to develop a compressive strength of 2500 psi within one day). The mix design shall be submitted to the engineer for approval prior to closing the street. The alternate design mix shall have a minimum compressive strength of 4,000 psi. James St Pavement Rehabilitation/Almaroof 5 - 31 March 27, 2023 Project Number: 18-3005 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 Jointing Plans through the full depth of the concrete pavement for existing manholes, catch basins, gas and water valves within the concrete pavement. Joints around the catch basins frame and grate shall be placed in accordance with the WSDOT Standard Plan A-40.15-00. SECTION 5-05.3(10) IS SUPPLEMENTED WITH THE FOLLOWING: 5-05.3(10) Tie Bars and Epoxy Coated Dowel Bars Dowel bars and tie bars for the concrete pavement shall be placed in accordance with the details shown on the Plans. 5-05.4 Measurement The dowel bars with drill holes will be measured by the unit for each bar furnished and installed The tie bars with drill holes will be measured by the unit for each bar furnished and installed. The tie bars installed between two new concrete panels shall be considered incidental with the bid item price for "Cement Concrete Pavement- 8 inch depth". SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment The unit contract price per cubic yard for "Cement Concrete Pavement - 8 Inch Depth" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the high-early-strength cement concrete pavement, bond break material, saw cutting all cement concrete pavement joints as required, as specified herein and as directed by the Engineer. This bid item also includes furnishing and installing epoxy coated tie bars. This bid item also includes removing material used to for temporary driveway access, transitions, and end of daily work transitions, accelerating curing and alternate mix design. The unit contract price per each for "Tie Bar with Drill Hole" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing epoxy coated tie bars and any cost for drilling holes and all other costs associated with completing the installation of the tie bars. James St Pavement Rehabilitation/Al ma roof 5 - 32 March 27, 2023 Project Number: 18-3005 The unit contract price per each for "Epoxy Coasted Dowel Bar with Drill Hole" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, and installing epoxy coated dowel bars and any cost for drilling holes, placing dowel bars and all other costs associated with completing the installation of the epoxy coated dowel bars. James St Pavement Rehabilitation/Almaroof 5 - 33 March 27, 2023 Project Number: 18-3005 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment 2023 Watermain Improvements/Almaroof 7 - 1 March 27, 2023 Project Number: 23-3002 "Ductile Iron Storm Sewer Pipe, 8 Inch Diameter Class 50" "Ductile Iron Storm Sewer Pipe, 14 Inch Diameter Class 50" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The bid item "Connect New Catch Basin, Type 2, to Existing 24 Inch Storm Drain Reinforced Concrete Pipe" 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, materials, tools, supplies and equipment necessary to connect the new type 2 catch basin with the existing 24-inch diameter reinforced concrete pipe. This bid price includes but is not limited to: cutting and remove the existing concrete pipe as necessary to install the new structure, trench excavation, unsuitable materials excavation, hauling, dewatering, backfill and compaction, and clean up. The bid price shall also include all fittings, couplings, gaskets, pipes, and any other items needed for the complete connection and testing. 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. 2023 Watermain Improvements/Almaroof 7 - 2 March 27, 2023 Project Number: 23-3002 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 (the lid needs to be marked with (STORM) or (SEWER) and shall comply with the following WSDOT Standard Plans as applicable: B-30.70-04 Circular Frame (Ring) And Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15- 00 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. 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 2023 Watermain Improvements/Almaroof 7 - 3 March 27, 2023 Project Number: 23-3002 to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor fails to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. Unless otherwise shown on the plans, the asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. Unless otherwise shown on the plans, on the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 2023 Watermain Improvements/Almaroof 7 - 4 March 27, 2023 Project Number: 23-3002 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. 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: 2023 Watermain Improvements/Almaroof 7 - 5 March 27, 2023 Project Number: 23-3002 r 6 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 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Solid Locking Manhole Frame and Cover" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing frame and cover, and furnish and install the new frame and solid locking cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. "Adjust Existing Manhole Cover to Finished Grade" "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, and 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 "ADA Locking Frame and Grate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the 2023 Watermain Improvements/Almaroof 7 - 6 March 27, 2023 Project Number: 23-3002 existing frame and grate, and furnish and install the new frame and grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and grate to match final grades by adding or removing risers, grade rings, or sections as required. Any adjustments made prior to the final finished elevation shall be considered incidental. "Catch Basin, Type 1" "Concrete Inlet" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to supply and 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 with new or existing pipes, backfilling, compacting, and surface restoration. The unit contract price per each "Catch Basin, Type 2, 48 Inch Diameter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to supply and 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 with new or existing pipes, backfilling, compacting, and surface restoration. "Thru-Curb Inlet Frame and Grate" "Bolt Down Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Circular Manhole Frame and Cover with Reinforced Cement Concrete Collar" 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. This work also includes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the Reinforced Concrete Collar as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, backfilling, compacting, and surface restoration. Any adjustments made prior to the final finished elevation shall be considered incidental. 2023 Watermain Improvements/Almaroof 7 - 7 March 27, 2023 Project Number: 23-3002 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 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 2023 Watermain Improvements/Almaroof 7 - 8 March 27, 2023 Project Number: 23-3002 continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. 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. 2023 Watermain Improvements/Almaroof 7 - 9 March 27, 2023 Project Number: 23-3002 SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. 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). 2023 Watermain Improvements/Almaroof 7 - 10 March 27, 2023 Project Number: 23-3002 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)7 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. 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 as directed by the Engineer in the field or as shown in the design plans. 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. 2023 Watermain Improvements/Almaroof 7 - 11 March 27, 2023 Project Number: 23-3002 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. Tie bars with drill holes shall be installed between the new and the existing cement concrete pavement in the trench patching. 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 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. 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 2023 Watermain Improvements/Almaroof 7 - 12 March 27, 2023 Project Number: 23-3002 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. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe ....................... 9-30.1(1) Fittings for Ductile Iron Pipe ................ 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ................................ 9-03.12(3) Foundation Material ............................ 9-03.17 Bank Run Gravel for Trench Backfill ...... 9-03.19 Restrained joint (RJ) watermain pipe shall be: TR-Flex by U.S. Pipe Thrust-Lock by Pacific States Cast Iron Pipe Company American Pipe Flex Ring Locking Joint Field Lock caskets shall not be allowed Restrained joint fittings for restrained joint watermain shall be mechanical joint (MJ) with Megalug restraint type follower. 7-09.3 Construction Requirements SECTION 7-09.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-09.3(7)A Dewatering of Trench Pipe trenches shall be kept free from water during excavation, pipe laying and jointing, and pipe embedment, in an acceptable manner. Surface water shall be diverted, and ground water shall be kept pumped down, or otherwise removed, to the extent necessary to keep the trench free from water and the bottom stable. Before trenching operations begin, the Contractor shall have available on the site of the work sufficient pumping equipment and/or other machinery to assure that the provisions of the above paragraph can be maintained. 2023 Watermain Improvements/Almaroof 7 - 13 March 27, 2023 Project Number: 23-3002 Additional measures may be necessary to insure proper construction conditions, including such items as allowable ditch widths. They shall be the responsibility of the Contractor. If well points are used for dewatering pipe trench, 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 failure of dewatering equipment, such that the dewatering operation is stopped, the Contractor shall immediately notify the Engineer and restore the operation of the dewatering equipment at once. 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. All dewatering operations shall be adequate to assure the integrity of the finished project, and shall be the responsibility of the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from his 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. 2023 Watermain Improvements/Almaroof 7 - 14 March 27, 2023 Project Number: 23-3002 Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-09.3(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. 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. 2023 Watermain Improvements/Almaroof 7 - 15 March 27, 2023 Project Number: 23-3002 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 (A-4) 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 SECTIONS: 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. 2023 Watermain Improvements/Almaroof 7 - 16 March 27, 2023 Project Number: 23-3002 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 applicable permits and purity tests as required by the City. 2023 Watermain Improvements/Almaroof 7 - 17 March 27, 2023 Project Number: 23-3002 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 accordance with AWWA Standard C651. Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). 2023 Watermain Improvements/Almaroof 7 - 18 March 27, 2023 Project Number: 23-3002 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. "Abandon and Fill Existing Water Main with CDF" shall be measured by the cubic yard of Controlled Density Fill (CDF) installed for filling abandoned water mains. 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 for Water Main" 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 "8 Inch Diameter Ductile Iron, Cl 52 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, hauling, backfill and compaction (when native material is to 2023 Watermain Improvements/Almaroof 7 - 19 March 27, 2023 Project Number: 23-3002 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 lineal foot for "12 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 plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, hauling, 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 bid price per each for "8 Inch Connection to Existing Water Main" 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, 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 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 bid price per each for "12 Inch Connection to Existing Water Main" 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, 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 this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. 2023 Watermain Improvements/Almaroof 7 - 20 March 27, 2023 Project Number: 23-3002 The unit contract price per cubic yard for "Abandon and Fill Existing Water Main with CDF" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to abandon and fill the existing water main with Controlled Density Fill (CDF) 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 as needed, concrete blocking, or fittings, installing CDF pump and vent pipes, 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. The bid item "Dewatering" 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 dewater the trench for installation of the new water main pipe and connections. This item also includes all costs to dispose of water and to submit plans and obtain approval from the City or other agencies as required for the work to be completed. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.3(1) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and 2023 Watermain Improvements/Almaroof 7 - 21 March 27, 2023 Project Number: 23-3002 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 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 2023 Watermain Improvements/Almaroof 7 - 22 March 27, 2023 Project Number: 23-3002 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: "8 Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL" "12 Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL" The unit bid price per each for the above items complete compensation for all labor, materials, tools, supplies and equipment required to furnish and 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; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. Payment for valve marker posts shall be incidental to the installation of new water valves, unless a specific bid item is included in the project proposal. The unit price bid per each for "Replace Existing Water 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 pavement 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. 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: 2023 Watermain Improvements/Almaroof 7 - 23 March 27, 2023 Project Number: 23-3002 Fire Hydrants ........................... 9-30.5 Hydrant Dimensions .................. 9-30.5(2) Fire Hydrant Guard Posts ........... 9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. SECTION 7-14.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.3(2)C Hydrant Guard Posts Concrete fire hydrant guard posts shall be furnished and installed with fire hydrants as directed by the Engineer. Guard posts shall be buried to a minimum depth of three feet (3'). Guard posts shall not be set higher than the top of the fire hydrants, they shall be plumb, and where more than one post is used at a hydrant, they shall be set with their tops at the same elevation. Posts shall be located to leave a minimum 3-foot radius of unobstructed working area around the face of the fire hydrant. Final location of guard posts is subject to the approval of the Engineer. The exposed portion of the guard post shall be painted with two coats of approved white concrete paint. SECTION 7-14.3(3) IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(3) Resetting Existing Hydrants Where existing hydrants are shown on the plans for adjustments to conform to new street alignment or grade or installation of new utilities or all three, the hydrant shall be relocated without disturbing the location of the hydrant lateral tee at the main. SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.5 Payment The unit bid price per each for "Hydrant Assembly with Guard Posts" 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 2023 Watermain Improvements/Almaroof 7 - 24 March 27, 2023 Project Number: 23-3002 hydrant, the 6-inch diameter ductile iron pipe joining the gate valve to the watermain, riser pipe and fittings, furnishing and installing the main line tee, all costs for shackles, rods, concrete blocking, concrete pad, gravel backfill, painting, guard posts and all other items required for the complete installation and testing of the hydrant assembly as shown on the design plans and Kent Standard Plans 3-1, and 3-3. The unit bid price per each for "Remove Existing Fire Hydrant Assembly" shall constitute complete compensation for all labor, materials, tools, and equipment necessary to remove the existing fire hydrant and riser pipe, remove the existing gate valve near the main line, cap and plug the existing tee and plug the existing pipe with concrete at each end. This bid item includes trenching, backfill, compaction, shoring, dewatering and salvaging any items necessary to the City Water Department or disposing of these items as directed by the Engineer, and any overtime work required for the main shutdown including weekend work. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops ................... 9-30.6(2) Polyethylene 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 ......................... 9-30.6(8) 2023 Watermain Improvements/Almaroof 7 - 25 March 27, 2023 Project Number: 23-3002 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. 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. 2023 Watermain Improvements/Almaroof 7 - 26 March 27, 2023 Project Number: 23-3002 Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 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 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. 2023 Watermain Improvements/Almaroof 7 - 27 March 27, 2023 Project Number: 23-3002 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(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter 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 boxes within sidewalks or driveways shall be ADA compliant. 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. 2023 Watermain Improvements/Almaroof 7 - 28 March 27, 2023 Project Number: 23-3002 For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 7-15.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Service Connection 1 Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plan 3-10. The unit contract price per each for "Service Connection 1-1/2 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, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plan 3-11. The unit contract price per linear foot for "Water Service Line 1 Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the furnishing and the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection to water meter and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. 2023 Watermain Improvements/Almaroof 7 - 29 March 27, 2023 Project Number: 23-3002 The unit contract price per linear foot for "Water Service Line 1-1/2 Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the furnishing and the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection to water meter and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. The unit contract price per each for "l Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the furnishing and 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 "1-1/2 Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the furnishing and 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 1 Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box and cover including, but not limited to excavation, backfill, and setting to grade. The unit contract price per each for "Meter Box for 1-1/2 to 2 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. 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 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. Split Steel Sanitary Sewer casing shall be an Ironhed Flanged Maintenance Pipe or any approved equal. Wall thickness shall be 0.25". Steel casing diameter shall be min 4-inch larger than the sewer pipe diameter. 2023 Watermain Improvements/Almaroof 7 - 30 March 27, 2023 Project Number: 23-3002 Casing spacers for position the sewer pipeline with the casing shall be APS Model SSI or any approved equal. Each spacer shall have a minimum four riser and runner combinations, two on each half. Casing band shall be 14 Gauge T-304 Stainless Steel, 8-inch wide. Risers shall be 10 Gauge T-304 Stainless Steel. Runners shall be 2" wide glass filled Polymer, min 7 inch length. The casing liner shall be 0.090" Thick Polyvinyl Chloride. Casing end seals shall be APS (Model AC or Innerlynx Model) or approved equal. The gap between the steel casing and the sewer pipe shall be filled with sand. 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 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. 2023 Watermain Improvements/Almaroof 7 - 31 March 27, 2023 Project Number: 23-3002 City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. 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 2023 Watermain Improvements/Almaroof 7 - 32 March 27, 2023 Project Number: 23-3002 Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8-inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring_ Proper precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 z 50 70 110 150 190 228 268 308 348 356 ap u~.w 100 140 180 220 260 300 338 374 372 368 C LL 150 212 250 290 330 370 390 386 382 378 = w 200 282 322 360 400 404 398 394 390 386 N 250 352 392 428 418 410 404 400 396 392 Z a 300 422 440 430 422 416 410 404 400 396 w 350 454 442 434 426 420 414 410 404 402 J 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. 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 50 110 150 190 228 268 308 348 384 380 c w 100 220 260 300 338 378 418 420 414 406 U. U. 150 330 370 410 448 466 454 444 434 428 C W 200 440 480 514 496 482 470 460 450 444 H M 250 550 542 522 506 494 482 472 464 456 on. 300 566 544 528 514 502 492 482 474 466 w 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. 2023 Watermain Improvements/Almaroof 7 - 33 March 27, 2023 Project Number: 23-3002 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 50 158 198 238 278 316 356 396 416 408 N w 100 316 356 396 436 476 492 476 464 454 U. U. 150 476 514 554 566 544 526 510 496 486 C W 200 634 642 612 584 566 550 534 522 510 250 680 650 624 602 582 566 552 540 528 a 300 680 654 632 612 596 580 566 554 544 w 350 680 658 638 620 604 590 578 566 556 J 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 50 248 288 326 376 406 446 486 476 462 uw 100 496 534 574 614 624 596 572 552 530 U. U. 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 a 300 850 818 790 766 742 722 704 688 672 Ui 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 w w 100 712 752 792 794 748 710 680 654 632 = a 150 1020 952 896 850 810 778 748 722 700 H N 200 1020 968 922 884 850 820 794 770 748 00. 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 N 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. 2023 Watermain Improvements/Almaroof 7 - 34 March 27, 2023 Project Number: 23-3002 LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 H 0 0 40 80 118 158 198 238 278 316 UJ N W 50 634 674 712 752 792 794 748 710 680 U. U. 100 1268 1246 1156 1082 1020 968 922 884 850 = a 150 1360 1282 1214 1156 1106 1060 1020 984 952 a 200 1360 1300 1246 1200 1156 1118 1082 1050 1020 Z 250 1360 1312 1268 1228 1190 1156 1124 1096 1068 J Z300 1360 1320 1282 1246 1214 1184 1156 1130 1106 N 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. 2023 Watermain Improvements/Almaroof 7 - 35 March 27, 2023 Project Number: 23-3002 SECTION 7-17.3 IS SUPPLEMENTED WITH THE FOLLOWING NEW SECTION; 7-17.3(3) Split Steel Casing The split steel casing pipe shall be installed per manufacturer's instructions. Gasket and seals shall be used for flanged and joints. The carrier pipe shall be centered in the casing. The runners shall be placed to allow a gap of 0.5 to 1 inch between the end of the runner and the casing pipe to allow for expansion and contraction. A minimum of 4 interior casing spacers shall be used to support the carrier pipe within the casing pipe per joint. Void space between the casing pipe and the sewer pipe shall be filled with sand. End seal shall be used on both ends of the casing. Sanitary sewer casing shall be extended to a minimum of four feet from the water main pipe on each side, unless otherwise directed by the engineer. SECTION 7-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.4 Measurement Measurement of"Split Steel Casing for Existing Sewer Pipe" will be made per linear foot for the completed sanitary sewer casing including the steel casing, spacers, ends seals, and filling sand. SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment The unit contract price per lineal foot for "Split Steel Casing for Existing Sewer Pipe" shall be complete compensation for all parts, labor, materials, tools, supplies, and equipment necessary to furnish and install the completed sanitary sewer casing including the steel casing, spacers, ends seals, sand, and all other items required to complete the installation of the sealed steel casing filled with sand. 2023 Watermain Improvements/Almaroof 7 - 36 March 27, 2023 Project Number: 23-3002 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 2023 Watermain Improvements/Almaroof 8 - 1 March 27, 2023 Project Number: 23-3002 sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual 2023 Watermain Improvements/Almaroof 8 - 2 March 27, 2023 Project Number: 23-3002 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage 2023 Watermain Improvements/Almaroof 8 - 3 March 27, 2023 Project Number: 23-3002 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 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 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 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. 2023 Watermain Improvements/Almaroof 8 - 4 March 27, 2023 Project Number: 23-3002 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 Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. 2023 Watermain Improvements/Almaroof 8 - 5 March 27, 2023 Project Number: 23-3002 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 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 2023 Watermain Improvements/Almaroof 8 - 6 March 27, 2023 Project Number: 23-3002 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 disturbed as part of this project shall be seeded. Hand Seeding shall be the method of seed application for this project. The Contractor shall notify the Engineer not less than 48 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hand 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. Seed Mix B shall be used for seeded areas adjacent to grass lawns, sidewalk landscape areas, areas adjacent to Park, 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. The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before seeded has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the seeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9- 14.5. 2023 Watermain Improvements/Almaroof 8 - 7 March 27, 2023 Project Number: 23-3002 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 side slopes in order to avoid contamination of these creeks. SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)E Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(I1)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." 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: 2023 Watermain Improvements/Almaroof 8 - 8 March 27, 2023 Project Number: 23-3002 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.5 Payment The bid item "Landscape Restoration" 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, materials, tools, and equipment necessary to restore the landscaping where landscaping was removed during construction. This item includes but is not limited to hand seeding, mulching, fertilizing, topsoil, wood chip, watering, flowers, shrubs, trees, and ground cover for the restoration. The engineer shall approve all the plants prior to the removal. All disturbed areas shall be restored to its original condition with this bid item. 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 The unit contract price per linear foot for "Cement Concrete Curb and Gutter" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb and gutter in accordance with the plans, specifications and as directed by the Engineer. 2023 Watermain Improvements/Almaroof 8 - 9 March 27, 2023 Project Number: 23-3002 The unit contract price per linear foot for "Pedestrian Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb in accordance with the plans, specifications and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. 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, 6 Inch Depth" constitutes complete compensation for all materials, labor and equipment required to install 6" thick cement concrete driveway in accordance with the plans and specifications. 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 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 Plan 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 2023 Watermain Improvements/Almaroof 8 - 10 March 27, 2023 Project Number: 23-3002 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. 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 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. No payment shall be made for furnish and install new raised pavement markers. The raised pavement markers shall be considered incidental to bid item "Profiled Plastic Double Yellow Center Line". 2023 Watermain Improvements/Almaroof 8 - 11 March 27, 2023 Project Number: 23-3002 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of temporary removal and stockpiling of existing traffic pylons and plastic curb from the project area. The traffic pylons and plastic curb will be reinstalled at the existing location as noted on the project plans. 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. 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. The plastic curb shall be installed by using new anchors with the same size of the existing anchors, or as approved by engineer. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement "Remove and Restore Existing Plastic Curb and Pylons" will be measured per linear foot of plastic curb and pylon to be removed, stockpiled and restored. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-10.5 Payment The unit contract price per linear foot for "Remove and Restore Existing Plastic Curb and Pylons" constitutes complete compensation for all materials, labor, tools, and equipment necessary for removal and restoration of plastic curbs and pylons as shown on the drawings and in accordance with the Kent Special Provisions. Anchors, bolts, and all other items required to complete the removal, store, and reinstall the curb and pylons shall be considered incidental to this bid item price. Any plastic curb and/or pylon damaged in the removal, stockpile or restoration will be replaced by the contractor at a cost incidental to the bid item. 2023 Watermain Improvements/Almaroof 8 - 12 March 27, 2023 Project Number: 23-3002 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: 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. Measurement per each for "Remove and Replace Existing Monument's Case and Cover, and Adjust to Finished Grade" shall be per the unit of each case and cover replaced. 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 "Install New Riser for Monument's Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument and adjust the 2023 Watermain Improvements/Almaroof 8 - 13 March 27, 2023 Project Number: 23-3002 monument's case and cover to finished grade with a new riser 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- 72a and 6-72b. The unit contract price per each for "Remove and Replace Existing Monument's Case and Cover, and Adjust to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument, replace the monument's case and cover, and adjust to the 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 the pavement, 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 Plans 6-72a and 6-72b. 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 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. 2023 Watermain Improvements/Almaroof 8 - 14 March 27, 2023 Project Number: 23-3002 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 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement Concrete Sidewalk Ramp Type Single Direction A," per each The unit bid price 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 sidewalk ramps with detectable warning surface 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. The detectable warning surface (DWS) for each cement concrete sidewalk ramp shall be considered incidental to the ramp's bid 2023 Watermain Improvements/Almaroof 8 - 15 March 27, 2023 Project Number: 23-3002 item price. Crushed Surfacing Top Course as required shall be paid for under separate bid items. 8-21 PERMANENT SIGNING SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3 Construction Requirements All signs installed on project shall conform to Kent Standard Plan 6-82a. All sign post shall be installed on cement concrete foundation and post anchor. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1-8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. Remove and Restore signs shall include removing the existing sign and post, installing it in a temporarily visible location, and reinstalling it later in the permeant location as shown on the plans. The engineer shall approve the temporary location and the final location. Signs shall always be visible to drivers during construction. Install the sign on a temporary location on a wood or metal post. Install the sign on the permeant location shall be on the existing metal post with a new concrete foundation per City standards. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE OF THE LAST PARAGRAPH AND ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, other metal structural members, and all the existing fastening hardware connecting such 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 240th 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. All signs 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 2023 Watermain Improvements/Almaroof 8 - 16 March 27, 2023 Project Number: 23-3002 what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new temporary wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-21.4 Measurement "Remove and Restore Existing Traffic Sign" shall be measured per each sign installed in the final location. The removal from the existing location, installation in the temporary location, and installation at the permanent location shall all be considered incidental to the bid item price per each (no payment will be made for the installation on the temporary location). SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per each for "Remove and Restore Existing Traffic Sign" constitutes complete compensation for all labor, tools, materials, supplies, and equipment necessary to remove the existing sign and posts, install the sign on a temporary location on a wood post; and reinstall it later in the permanent location with the existing metal post and new concrete foundation as shown on the plans and described in the specifications. This bid item includes but is not limited to: excavation, backfilling, concrete foundation, relocate the sign to temporary and permanent locations. 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 two 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: 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 2023 Watermain Improvements/Almaroof 8 - 17 March 27, 2023 Project Number: 23-3002 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 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) Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols with Arrows • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Plastic Traffic Arrows • Plastic Traffic Letters • Profiled Plastic lane lines • Plastic flat long lines • Profiled Plastic wide lane lines • Plastic Bike Lane Lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines 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 OF to 140 OF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. 2023 Watermain Improvements/Almaroof 8 - 18 March 27, 2023 Project Number: 23-3002 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. 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 WITH 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. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting 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. The Contractor shall be responsible for matching the existing channelization in the roadway including preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Approval by the Engineer is required before the placement of permanent pavement marking. 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). 2023 Watermain Improvements/Almaroof 8 - 19 March 27, 2023 Project Number: 23-3002 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. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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 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. 2023 Watermain Improvements/Almaroof 8 - 20 March 27, 2023 Project Number: 23-3002 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 a 6-foot unit consisting of a 2-foot line and a 4-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. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent general purpose lanes. Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane Line in advance of right-turns at major intersections or corresponding with transit stops. Yellow Painted Curb A SOLID YELLOW stripe, wide enough to fully cover the concrete curbing. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 24 inch wide, strips length shall be as shown in the design plans, refer to Kent Standard Plan 6-75 for more details. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be contained within the width of the crosswalk. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3(3)F Application Thickness All markings shall meet the thickness requirements for flat/transverse & symbol for the various type of 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 be 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 2023 Watermain Improvements/Almaroof 8 - 21 March 27, 2023 Project Number: 23-3002 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 will be allowed for the 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 or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. 2023 Watermain Improvements/Almaroof 8 - 22 March 27, 2023 Project Number: 23-3002 SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING; 8-22.4 Measurement "Plastic Stop Line (24 inch wide)" The measurement for the above item will be based on the total length of each plastic line installed. Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. 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. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING 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: "Profiled Plastic Double Yellow Center Line," per linear foot "Plastic Stop Line (24 inch wide)," per linear foot Raised pavement markers shall be considered incidental with the bid item price for ""Profiled Plastic Double Yellow Center Line". The bid item "Channelization" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. The bid item price constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to reference existing channelization prior to the removal, furnish and install permanent channelization matching the existing channelization as shown on the plans and described in the specifications. All costs to supply and install temporary pavement making shall be included in this payment item. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 2023 Watermain Improvements/Almaroof 8 - 23 March 27, 2023 Project Number: 23-3002 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 or directed by engineer 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 considered incidental to bid item 5020 "Temporary Traffic Control Devices." 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans or directed by engineer 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 2023 Watermain Improvements/Almaroof 8 - 24 March 27, 2023 Project Number: 23-3002 designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans or directed by engineer, and described in the specifications. 2023 Watermain Improvements/Almaroof 8 - 25 March 27, 2023 Project Number: 23-3002 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 Passina 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. 2023 Watermain Improvements/Almaroof 9 - 1 March 27, 2023 Project Number: 23-3002 Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 9-03.21 Recycled Material 2023 Watermain Improvements/Almaroof 9 - 2 March 27, 2023 Project Number: 23-3002 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. 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 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 2023 Watermain Improvements/Almaroof 9 - 3 March 27, 2023 Project Number: 23-3002 with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 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 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 2023 Watermain Improvements/Almaroof 9 - 4 March 27, 2023 Project Number: 23-3002 Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 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 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 2023 Watermain Improvements/Almaroof 9 - 5 March 27, 2023 Project Number: 23-3002 name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no 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. 9-30 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 or higher and conforming to the latest revisions to the ANSI specifications. Connections shall be push-on joint with rubber gaskets unless otherwise specified on the plans. Restrained joint (RI) watermain pipe for shall be (350 psi): TR-Flex by U.S. Pipe Thrust-Lock by Pacific States Cast Iron Pipe Company American Pipe Flex Ring Locking Joint 2023 Watermain Improvements/Almaroof 9 - 6 March 27, 2023 Project Number: 23-3002 Field Lock gaskets shall not be allowed 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, except that for 12-inch and larger diameter water pipes, mechanical joints are only allowed for connections to existing water mains, unless otherwise specified on the plans. 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 version of AWWA standard C115/A21.15. Restrained joint fittings for restrained joint watermain on shall be (350 psi) mechanical joint (MI) with Megalug restraint type follower. 9-30.2(6) Restrained Joints Restrained joints for 12-inch and larger diameter water mains shall meet the following requirements (except where 12-inch or larger diameter flanged fitting connections are shown on the plans): 1. Restrained joints shall be gasketed push-on joints; 2. Gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11 and shall meet the pipe manufacturer's written recommendations and requirements; 3. Gasket lubrication shall be in accordance with the most current version of AWWA standard C111/A21.11, shall meet the pipe manufacturer's written recommendations and requirements, and shall allow pipe deflection, expansion, and contraction throughout the life of the pipe; 4. Maximum allowable deflection at each joint shall be the lower value between the manufacture's recommendation or: a. 40 for 12-inch diameter pipe b. 30 for 16-inch diameter pipe 5. Minimum slip-out (pull-out) resistance shall be: a. 204,000 Ibf (pound-force) for 12-inch diameter pipe b. 272,000 Ibf (pound-force) for 16-inch diameter pipe 6. Restrained joints shall have a metal to metal contact locking system without the use of gripping teeth; 7. Joint restraint shall be accomplished by inserting components to provide positive axial lock between the bell interior surface and a retainer weldment (weld bead) on the spigot end of the pipe. 2023 Watermain Improvements/Almaroof 9 - 7 March 27, 2023 Project Number: 23-3002 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-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-TITS valve marker post is the pre-approved marker post. 2023 Watermain Improvements/Almaroof 9 - 8 March 27, 2023 Project Number: 23-3002 SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, 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 2023 Watermain Improvements/Almaroof 9 - 9 March 27, 2023 Project Number: 23-3002 The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene 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. 2023 Watermain Improvements/Almaroof 9 - 10 March 27, 2023 Project Number: 23-3002 SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or 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 2023 Watermain Improvements/Almaroof 9 - 11 March 27, 2023 Project Number: 23-3002 SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33, (or any approved a ual. 1 inch Ford VH74-15W-11-44, (or any approved a ual. 1 1/2 inches Ford VBH76-15B-11-66 L/BP, (or any approved equal.) 2 inch Ford VFH77-15B-11-77 L/BP, (or any approved equal.) 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 2023 Watermain Improvements/Almaroof 9 - 12 March 27, 2023 Project Number: 23-3002 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 Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1324B-11- inch 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-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 2023 Watermain Improvements/Almaroof 9 - 1 March 27, 2023 Project Number: 23-3002 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. 2023 Watermain Improvements/Almaroof 9 - 2 March 27, 2023 Project Number: 23-3002 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 3-3 Guard 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 STORM 5-1 Catch Basin Type I 5-2 Catch Basin Type II 5-3 Misc. Details for Drainage Structures 5-4 20"x24" Catch Basin Frame 5-5 20"x24" Vaned Grate 5-6 20"x24" Bi- Directional Vaned Grate 5-7a Through-Curb Inlet Frame 5-7b Through-Curb Inlet Installation STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 2023 Watermain Improvements/Almaroof A - 1 March 27, 2023 Project Number: 23-3002 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 O, 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. 2 6"MEGALUG 6" FLxMJ 12"x12"OR 16"x8"x4" GLANDS RESILIENT WEDGE 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 � y� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAgh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ��l 0 ENGINEERING DEPARTMENT KENT STANDARD FIRE HYDRANT dfj 38296 4' WA3HIHOTOH O�x>� �G'I STFIR�,��� DRAWN DESIGNED COK COK SCALE NONE STANDARD PLAN �SIONP,IJ CHECKED COK DATE 12/20 99 Z ENGINEER J APPROVED 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 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 6 UNOBSTRUCTED INSPECTION LID ANGLE STOP AND METER WHEN ACCESS EQUIPPED STOP SHALL BE LOCATED IN BOX o WHERE ANGLING OF SHUT-OFF. WRENCH IS NOT REQUIRED Lu Lu m METER BOX SIDEWALK(6"MIN.) a w w SIDEWALK OR SEE NOTE 1 OR PLANTER STRIP a w z CURB PLANTER STRIP STREET L--J DRILL 0 HOLE SINGLE ANGLE STOP 6"MIN. CHECK ACCESS (TYP.) `� ELL w w inzl z ANGLE METER STOP F2'MAX. FROM o O PROPERTY LINE o!! z = WITH PADLOCK WINGS SEE NOTE 4 L Lu Lu METER a I ; a METER SETTER(%"OR 1" SEE NOTE 5 SETTERS SEE NOTE 7 I Lu o DEPENDING ON METER) I o J SEE NOTE 1 8"TO 10"OF 5/8" m GRAVEL FOR w 1"PACK JOINTx%"I.P. THREAD MALE ADAPTER DRAINAGE AND BOX SETTER ONLY) SUPPORT a INLET J PLAN VIEW CUSTOMER SERVICE LINE TO HOUSE OR SEE NOTE 4 BUILDING INSTALLED UNDER PLUMBING PERMIT NOTES: END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 1. SEE SEC. 3.10 FOR PRE-APPROVED METER SETTERS AND METER 7.02.040 BOXES. INSTALL AN 18"PIECE OF SCHEDULE 80 PVC 2. PROVIDE 8"MIN. CLEARANCE BETWEEN OUTSIDE EDGES OF PIPE IN METER SETTER BRACE EYE. ADJACENT METER BOXES. 3. CENTER METER SETTER IN METER BOX; FRONT-TO-BACK, 1"0 MIN.TYPE"K"COPPER PIPE SIDE-TO-SIDE. 1"PACK JOINT ADAPTER X OR POLYETHYLENE PLASTIC PIPE 1"I.P. FEMALE THREAD TO PROPERTY LINE 4. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC COATED, FOR POLY PIPE ONLY. BARE WIRE ENDS. NO SPLICES 1"CORP. DOUBLE WILL BE ALLOWED. PERMANENTLY CONNECT WIRE END TO SADDLE STRAP SADDLE OR CORP. STOP. G 5. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER AND TAPPING SADDLE WITH STAINLESS STEEL HOSE CLAMPS. 220 SEE NOTE 4 6. INSPECTION LID IS ONLY INCLUDED IN PLASTIC BOXES ALLOWED IN PLANTER STRIPS. 7. ALL NEW INSTALLATIONS AND REPLACEMENTS SHALL ENSURE BOX CL. 52 DUCTILE IRON WATER MAIN. AND SETTER PLACEMENT IS OR WILL BE SQUARE TO THE NEW OR EXISTING HARDSCAPE SURROUNDINGS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WA �l KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �- ENGINEERING DEPARTMENT 41 • SERVICE CONNECTION 38296 Wes NINOTON 1" SERVICE 9 ,��' �GI8T ��� DRAWNED COK SCALE NONE STANDARD PLAN SSIONAL CHECKED COK I DATE 2 2020 3—1 0 ENGINEER APPROVED w I, Z O � Z w METER BOX a w SEE NOTE 4 0cx� a a w SIDEWALK OR PLANTER STRIP 17-1/4" (2"MTR.) SIDEWALK 13-1/4"(1-1/2" OR PLANTE MTR.) R CURB STRIP o SPACER PIPE 1'MAX FROM 6"MIN. o W/HOLE IN I PROPERTY LINE - SPACER(DO NOT STREET (nP') 6011 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 (NO BY-PASS) HOUSE OR BUILDING,INSTALLED PACK JOINT UNDER PLUMBING PERMIT ADAPTER(TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 7.02.040 SEE NOTE 8 NOTES: SHALL BE EQUIVALENT SIZE OF 1. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC THE SETTER TYPE"K"COPPER COATED BARE WIRE ENDS,FOR POLYETHYLENE PLASTIC PIPE ONLY. PIPE OR POLYETHYLENE PLASTIC NO SPLICES ARE ALLOWED. PIPE TO PROPERTY LINE 2. FORD NO. FB-500,AY MCDONALD OR MUELLER CORPORATION STOP OR APPROVED EQUAL. PERMANENTLY CONNECT BARE WIRE END TO SADDLE OR 3. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH CORPORATION STOP STAINLESS STEEL HOSE CLAMPS. BALL TYPE CORP. 4. SEE SEC. 3.10 FOR PRE-APPROVED METER SETTERS AND METER STOP W/M.I.P.T. ENDS BOXES. SEE NOTE 2 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. 7. CENTER METER SETTER IN METER BOX; FRONT-TO-BACK, 220 SIDE-TO-SIDE. 8. INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE HORIZONTAL CL METER SETTER BRACE EYES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �FFREy AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF WATER MAIN ��OF WAS�I KENT.A COPY MAY BE OBTAINED UPON REQUEST. F.I.P.X POLYETHYLENE PIPE CITY OF KENT ENGINEERING DEPARTMENT PACK JOINT ADAPTER WITH J STAINLESS STEEL INSERT KENT SERVICE CONNECTION 38296 W�sH1-ON 1-1/2" AND 2" SERVICE jsl(jfflg� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CHECKED COK DATE 9/2020 ENGINEER 3-1 1 APPROVED NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS `4Y2"TO 9" OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT DEPENDING STANDARD SPECIFICATIONS. ON FRAME AND GRATE 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE REQUIRED FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL FRAME AND GRATE COMPLY TO AASHTO M 221(ASTM A 1064).WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. SEE STANDARD PLANS 5-4 THRU 5-9 AND 5-12 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. Sn 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND 5 CASTINGS SHALL BE SEATED IN MORTAR, PICK HOLES, CRACKS AND ANY OTHER JOINTS SHALL BE FINISH 6"OR 12" GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER ONE#3 BAR HOOP FOR 6"HEIGHT 6"WEIGHS 200 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. TWO#3 BAR HOOPS FOR 12"HEIGHT 12"WEIGHS 580 LBS. RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTITIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. PIPE SHALL NOT PROTRUDE STATION AND OFFSET POINT WHEN DESIGN AND MORE THAN 2"INTO LAYOUT PROVIDED BY THE CITY OF KENT,UNLESS STRUCTURE OTHERWISE NOTED ON THE PLANS 1 MORTAR(TYP.) 5'-0" �1�• MAX. A 3 TO I.E. f INSTALL MANHOLE 44" ADAPTER,"SAND COLLAR"FOR PVC #3 BAR AND HOPE PIPES OR — 44" EACH CORNER — — AS REQUIRED BY 21" OTHER PIPE TYPES MIN. I.E. #3 BAR 18 EACH SIDE (TYP.) 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 AN PIPE MATERIAL MAX.INSIDE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER DIAMETER ��FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF S OF REINFORCED OR WASh, KENT.A COPY MAY BE OBTAINED UPON REQUEST. ti PLAIN CONCRETE 12" q `� �� � CITY OF KENT ?' ENGINEERING DEPARTMENT ALL METAL PIPE 15" /` V KE O T CATCH BASIN TYPE I a� 38296 SOLID WALL PVC Off, �'pI rLR� DESIGNED COK STANDARD PLAN S � SCALE NONE (WSDOT STD.SPEC. 15" DRAWN COK �S�IpNAL CHECKED COK DATE 9/2020 _ 1 9-05.12(1)) ENGINEER 5— APPROVED CATCH BASIN FRAME AND GRATE. (SEE STANDARD PLANS 5-5,5-6, 5-7a AND NOTES: 5-7b AND 5-9) FOR SOLID LOCKING CIRCULAR FRAME 1. CATCH BASINS TO BE CONSTRUCTED IN AND COVER SEE WSDOT ACCORDANCE W/AASHTO M 199, (ASTM C 478, STANDARD PLAN B-30.70 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 coADJUSTMENT SECTION SHALL HAVE 3" MIN.CLEARANCE.STEPS IN FLAT SLAB TOP CATCH BASIN SHALL HAVE 6" MIN.CLEARANCE. a GASKET PIPE SHALL NOT PROTRUDE NO STEPS ARE REQ'D WHEN 'B'IS 4'OR LESS. ,zL, BETWEEN 48",54",60", MORE THAN 2"INTO z RISERS(TYP.) 72",84"OR 96" STRUCTURE 3. THE BOTTOM OF THE PRECAST CATCH BASIN MAY a BE SLOPED TO FACILITATE CLEANING. � MORTAR(TYP.) 0 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF STEPS OR 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" a LADDER INSTALL MANHOLE MINIMUM GAP BETWEEN THE KNOCKOUT WALL � (SEE STANDARD ADAPTER, 'SAND AND THE OUTSIDE OF THE PIPE.AFTER THE PIPE _ PLAN 4-5) — COLLAR' FOR PVC AND HDPE PIPES OR IS INSTALLED,FILL THE GAP WITH JOINT N a AS REQUIRED BY MORTAR IN ACCORDANCE WITH WSDOT m r OTHER PIPE TYPES STANDARD SPECIFICATION 9-04.3. z 5. ALL BASE REINFORCING STEEL SHALL HAVE A N x REINFORCING STEEL(TYP.) MIN.YIELD STRENGTH OF 60,000 PSI&BE N r, CRUSHED SURFACING PLACED IN THE UPPER HALF OF THE BASE WITH TOP COURSE PIPE 1"MIN. CLEARANCE. / ZONE BEDDING 6. PICK HOLES,CRACKS AND ANY OTHER JOINTS 61f 12" SHALL BE FINISHED GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. ( CORRUGATED POLYETHYLENE STORM SEWER PIPE(WSDOT STD. SPEC.9-05.20) (2)(WSDOT STD. SPEC. 9-05.12(1)) CATCH BASIN DIMENSIONS (3 (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" 81, 0.23 0.15 48" 24" 30" 24" 27 30" 54" 4.5" 811 42" 8" 0.19 0.19 54" 30" 36" 30" 271' 36" 60" 5" 811 48" 8" 0.25 0.25 60" 36" 42" 36" 36" 42" 72" 6" 811 60" 12" 0.35 0.24 721' 42" 54" 42" 36" 48" 84" 8" 12" 72" 12" 0.39 0.29 84" 54" 60" 5411 36" 48" 96" 8" 12" 84" 12" 0.39 0.29 96" 60" 72" 1 60" 3 ' 4811 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN DUPLICATE.ELECTRONIC SIGNED Y H ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE T THE CITY OF ��OF WA,q�l�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT DQ ENGINEERING DEPARTMENT KENT CATCH BASIN TYPE II 38296 WA•HINGTON O�</ COK IST �� DRAWN DESIGNED COK SCALE NONE STANDARD PLAN �gIOIVAL � CHECKED COK DATE 9/2020 C—n ENGINEER J L APPROVED #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 28" 00 _ 50 TYP. 60 M � 2 1/8" n v 4 co " A A O N \ M N M L(1 M _ N N N N .-I V DRILL&TAP TWO 5/8 TYP. 5/8"-11 NC HOLES m PLAN VIEW THRU FRAME SECTION B-B HOOD ATTACHES AS SHOWN MIN. DRAFT F_ 3/4" ON THIS SIDE co18 3 1/2° ti 19/16" C rA p (V C Ln N I 20" M r II 28" IL I SECTION A-A 6" NOTES: HOOD DETAIL SEE NOTE 4___'l 5 1. FRAME AND HOOD CAST IRON ASTM A48 CL30 H-20 LOADING. - 2. USE 18"x24"VANED GRATE. N 3/4" 3. AT LOW POINTS,USE 18"x24"2-WAY VANED GRATE. 1"R. 1O p, 100 4. HOOD SHALL BE NON-SLIP. 1" 5. BOLT,WASHER AND NUT SHALL BE GALVANIZED OR CORROSION RESISTANT. 2-1"DIA. HOLES FOR 6. THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE(25) FEET AWAY FROM 3/4"BOLT,WASHER �6" ANY P.C. OR P.T. OF CURB RADII. &NUT,SEE NOTE 5. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SECTION C C AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • THROUGH-CURB KENT 38296 INLET FRAME � �' 0�c/ r sm�'�� �'�� DRAWN DESIGNED COK SCALE NONE STANDARD PLAN S'slONAL ��� CHECKED COK DATE 2/2020 5—7 a APPROVED ENGINEER 1/8"X 2"DUMMY JOINTS a PLANTING STRIP OR SIDEWALK B B co jnj� =� w o U r c v Ov �O 5'MIN.TO S 5'MIN.TO EXPANSION JOINT 5 EXPANSION JOINT L__7 a SECTION A-A 1/8"X 2" DUMMY JOINTS 5' MIN.TO r 5' MIN.TO EXPANSION EXPANSION JOINT JOINT SECTION B-B NOTES: 1. FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED GRATE.OTHERWISE,USE STANDARD VANED GRATE. 2. CURB AND GUTTER 5' EITHER SIDE OF CATCH BASIN SHALL BE POURED AT THE TIME OF FRAME AND GRATE INSTALLATION. 3. THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE(25) FEET AWAY FROM ANY P.C.OR P.T. OF CURB RADII. 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 THROUGH-CURB 8296 W-HINGTON INLET INSTALLATION 3 � O,> �I(ISTf]ig� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN- �SSIONAL � CCHECKED COK DATE 12/2019 I^1 APPROVED ENGINEER "�1-7" 12" 6" Lu 911 1011 5 1 2" a 2 1/2 5" �f ti u- L y\ < EPDXY LL ADHESIVE N o FOR FRESH - �� Lu CONCRETE �o Lu 0 1'R 1 R 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 CL OF CURB SEE NOTE 4 IS 10.1 2' 3 1/2", 5'-0"HAND TROWELED I—'I % TAPER SECTION 1%MIN. - — P 20MAX. v a 6"All 2411 _ ROLLED CURB N I N r-I iO SIDEWALK 4" 12" MAINTAIN EDGE 2411 OF CONCRETE CURB---- ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE LIP BETWEEN GUTTER AND CURB 1"FOR NEGATIVE SLOPE }5� 2%MAX. /o MAX, -SLOPE` GUTTER SHALL BE 8" THICK AND REINFORCED = io WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 12" 6" IS ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%.CONSTRUCTION TOLERANCE -- - -1--r}r NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2%MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL 811 STREET(KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 1 1 2" SECURELY STAKED PRIOR TO CONCRETE 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION,THE GUTTER PAN WILL ,VARIES MATCH THE ADJACENT PAVEMENT SLOPE. j NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER D SIB THE CITY OF KENT.APPROVED PUBLICATION ACOPY MAYB E I S KEPT O N FILE AT OBAINEDU ON REQUEST. �� I� PAVEMENT a4 - CITY OF KENT EXTRUDED CURB UNDER GUARDRAIL c � ENGINEERING DEPARTMENT KENT CEMENT CONCRETE 38296 �� WASHINGTON CURBS 0 ISmF74L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �IOIVAL �� CHECKED COK IDATE 9/2020 6—J J ENGINEER APPROVED 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 EXPANSION150'MAX. BROOMED FINISH JOINT(TYP.) 5' 5' PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL(TYP.) EXPANSION ♦♦ A ♦♦ JOINT(TYP.) SIDEWALK ♦ \ WIDTH VARIES ♦♦♦♦ �V�� ♦ ♦ SEE DETAIL"A" WIDTH VARIES ♦ \ PLANTER STRIP CONTRACTION/CONTROL V A (WHEN REQ'D) JOINT(TYP.)SEE DETAIL"B" 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" v 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 4" 1.5% 30 LB ROOFING FELT, 6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 411 f- 4"CONCRETE PER WSDOT STD. SPECIFICATION 8-14 4" MIN. 211 2"CRUSHED SURFACING 6"CEMEN CONCRETE 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 ACROSS 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 AN ALL CURB RETURNS AND ALL ANGLE POINTS. ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F RE�- AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION pF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. CITY OF KENT DQ ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH KENT EXPANSION AND OTHER AND NOT OFFSET. � 38296 WAt NINOTON CONTRACTION/CONTROL JOINTS � �� 6. DESIGN SIDEWALK CROSS GRADE SHALL IST � DESIGNED COK SCALE NONE STANDARD PLAN BE 1.5%. CONSTRUCTION TOLERANCE ��gIONAL � CHECKED CO" DATE s/zozo SHALL BE 1%MIN AND 2%MAX. ENGINEER 6-35 APPROVED 8" RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" cccc� I W (SIZE) 11"DIA. r� 9 1/2"DIA. �l b 3/4" A N uSP 8"DIA. �I PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3" BRASS ASPHALT DISC 3/8" PAVEMENT 3" RISERLo `V o I o a CONCRETE AS U) SPECIFIED FOR a ROADWAY VOID OF a r, MATERIAL a 10"- 12" a 5 1/2' Q 8" DIA. p1 1"MIN./6"MAX. w CONCRETE _ w Ln o COLLAR d If s w w a a d ° of MONUMENT ° 2"(TYP.)° a ° m a � N 5 3/4„R. 1 1/2" Ln 0 0 MIN. z NATIVE MATERIAL NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 ~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SHOPE CONCRETE �� ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST PRODUCTS, PART NO. 104 OR ���F WAtigh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. �� � �� CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY IRON STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL W-HI"'T'" AND RISER BE MACHINED SO AS TO HAVE PERFECT �A 38296 0 CONTACT AROUND THE ENTIRE � ��ISmF]g� �� DESIGNED COK DRAWN COK SCALE NONE STANDARD FLAN CIRCUMFERENCE AND FULL WIDTH OF �SSIONAL t CHECKED COK IDATE 12/2019 BEARING SURFACE. APPROVED ENGINEER 6-72a 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT. CASE RISERS-EAST JORDAN IRON WORKS A 1" PART# 1 1/2" PART# 2" PART# 3"PART# COVER PART# A 1 1/2"PART# 2"PART# COVER PART# (SIZE) 369068 369090 369092 1 369094 369027/3690C (SIZE)1 368090 1 368092 3680A2 FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 2" PART# 2 1/2"PART# 3" PART# COVER PART# (SIZE) VB RISER 4# VB RISER 5# VB RISER 5 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE I NEW FINISHED GRADE ASPHALT PAVEMENT DIA.VARIES ASPHALT PAVEMENT DIA.VARIES A TACK TACK COAT(TYP.) COAT (TYP.) DIA.VARIES OLD FINISH I SOLD FINISH GRADE GRADE CONCRETE I ASPHALT PAVEMENT PAVEMENT o �C�� o 4 Z EXISTING UNDISTURBED CASE c oOoOoOo MONUMENT �OoOoOoO =1 =1 =111=111=1 I =i l=i' NATIVE MATERIAL—I I 1=111=111-111-111=111=111=111 SECTION NOTES: 1. MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER-SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3. THE CASTINGS SHALL BE GRAY-IRON NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT OF WA Sh rI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONTACT AROUND THE ENTIRE � a CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF kl '�� �� ENGINEERING DEPARTMENT BEARING SURFACE. �j • KENT ALTERNATE DIAMETER ftoOo 4. CONCRETE SHALL BE CLASS 4000. � Ww�„,„,r, MONUMENT CASE RISER � 38296 � �' 5. PAVEMENT SHALL BE AS SPECIFIED. 0� IST_ tiS� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CCHECKED COK DATE 12/2019 I^► APPROVED ENGINEER "(�-7 2" 30' 10' 1' TRAFFIC DIRECTION O D O D O D O O 4"GAP VARIES (300'MAX.) 2.5' TWO WAY LEFT TURN LANE D o D o D o D o D TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE D D TYPE 2W RPM TYPE 2YY RPM a D 4"GAP 4"GAP t 20' 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30' IS 1' 1, o �o TYPE 2W RPM D =TYoPE 2Y RPM 4"WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' D D 0 D13 Ali—TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP) 18"YELLOW BARRIER 1„ LINE 1„ TYPE 2W RPM�B� BD $�� 8"WHITE LINE DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BARRIER LINE ��FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF Wk, �f KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: aa�� CITY OF KENT ENGINEERING DEPARTMENT 1. SEE SECTION 6.123 FOR PLASTIC MATERIAL SPECIFICATIONS. • /w%1 :7` KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) �,p 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT I 8TER� �w DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN COK ��"sIpNAL E CHECKED COK DATE 04/zozz ^1 7 9-02.1(8),9-26.2 AND 9-21. crn eNciN�+ APPROVED } Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z 24" w ui > F o l 1 10' ui ui z w 4'MIN 12" O 0 I 0 O O 0 I O 0 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 4. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES,CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12'IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. 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 AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �-U AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. 44 �� CITY OF KENT CQ ` -w' ENGINEERING DEPARTMENT • T THERMOPLASTIC CROSSWALK KEN MARKINGS 38296 WAt NINOTON 0 GIST �� DESI NED COK COK SCALE NONE STANDARD PLAN �gIOIVAL � CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED 0 3'-7 zo 5'-9" f� �1 V-8" T-O" 0 0 0'-6" N O p N N •--I rl 0'-6 0'-6" r 0'-6"� NOTES: 1. THERMOPLASTIC TYPE'A'MATERIAL SHALL BE USED,UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. 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 t ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FRE(� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES pF WAq�I� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 14a � CITY OF KENT �`�' Z ENGINEERING DEPARTMENT \ •12"-24"WIDE WHITE STOP BAR, THERMOPLASTIC ARROWS,KENT WIDTH AS DIRECTED BY THE ENGINEER 116 W�tH-T.x STOP BARS & ONLY LEGEND STOP BAR DETAIL �o ��� �� DESIGNED COK fit; I T Z� COK SCALE NONE STANDARD PLAN DRAWN �`gIONAL E CHECKED COK DATE 9/1 ENGINEER 6-76 APPROVED WSDOT STANDARD PLANS ROADWAY CONSTRUCTION A-40.10-04 Cement Concrete Pavement Joints A-40.15-00 PCC Pavement Isolation Joints (2 sheets) DRAINAGE STRUCTURES AND HYDRAULICS B-25.60-02 Concrete Inlet B-30.15-00 ADA Grates for Rectangular Frames B-30.70-04 Circular Frame (Ring) and Cover CURBS, SIDEWALK AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs F-30.10-04 Cement Concrete Sidewalk F-45.10-02 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines 2023 Watermain Improvements/Almaroof A - 2 March 27, 2023 Project Number: 23-3002 FINISH OUTER EDGE OF PCCP TRANSVERSE CONTRACTION OR SAWED GROOVE- SAWED GROOVE- - SHOULDER WITH 12"(IN)RADIUS 15I_ 0(TYP.) _ WIDTH 3/16"IIN)MIN.TO 5/i6"(IN)MAX. WIDTH 3/16"(IN)MIN,TO 5/16"(IN)MAX. CONSTRUCTION JOINT(TVP.) OVER MIDPOINT OF BAR- OVER MIDPOINT OF BAR- (SEE SECTION VIEWS) SEE STD.SPEC.SEC.S05.3(8)B D/4 MIN.TO SEE STD.SPEC.SEC.S05.3(8)B D/3 MAX. PCCP SHOULDER IF REQUIRED G ------o-D/3 ------------ o Q A�• LONGITUDINAL CONTRACTION OR TIE BAR- DOWEL BAR- CONSTRUCTION JOINTS(TYPJ NS BAR.30"(IN)LONG 1 12"(IN)DIM. 18"(IN) g (SEE SECTION VIEWS) SECTION VIEW ON 36"(IN)CENTERS SECTION VIEW LONG ON 12"(IN)CENTERS LONGITUDINAL CONTRACTION JOINT TRANSVERSE CONTRACTION JOINT -- k5 TIE BAR-30"(IN)LONG __ ON (IN)CENTERS- TYPICAL ALL LANES SAWED GROOVE- SAWED GROOVE- __ DRILL AND GROUT WHEN WIDTH 3/16"(IN)MIN.TO 5/16"(IN)MAX.- WIDTH N16"(IN)MIN.TO 5/16"(IN) WIDENING EXISTING DEPTH 1"(INJ MIN.- MAX.-DEPTH 1"(IN)MIN.- PAVEMENTWITH PCCP SEE STD.SPEC.SEC.S 6.3(8)C SEE STD.SPEC.SEC.6-05.3(8)C DOWELBARS- _ 1 la'(IN)DIAM.•18"(IN)LONG . ON 12"(IN)CENTERS- EXISTING PCCP PCCP TYPICAL ALL LANES UNLESS g _ NOTED IN THE PLANS --------------- - ----- O ----------- -— --`- J� HMA SHOULDER IF REQUIRED 15 TIE BAR- 9" DOWEL BAR LONGITUDINAL JOINT S6 BAR.30(IN)LONG 1 (IN)DIAM..18"(IN) (SEE SECTION VIEW) ON W'(IN)CENTERS LONN G ON 12"(IN)CENTERS SECTION VIEW SECTION VIEW PLAN VIEW SHOULDER SH OUTER ED1G2E(F RADIUS PCCP PCCP TO PCCP TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT CONSTRUCTION JOINT 3 TO 4 � `1 SLAB P+ND� THICKNESS A T° ------ SAWED GROOVE^ 0111G'p 1 1 L ° ) IN. I MI N.TO 5/18"(IN)MAX.^ Tyr 0 12" 5" C PCCP •? HMA DEPTH V(IN) SEE STANDARD SPECIFICATION, D 0/2-1" ° `° ' • ,' � a SECTION 500.3(12)A2 - 9"BA � R-18"(IN)LONG @ 12'(IN) 2' 0" SPACING > A6' BO!STS 1} ELEVATION VIEW O °EXISTING PCCP > HMA �9ZORAL g�G HMA TRANSITION 9-11,Mmkk DETAIL NO DOWEL BARS REQUIRED A. DEPTH OF CEMENT CONCRETE PCCP(DI A APPROACH SLAB a • o •. '• SECTION VIEW PAVEMENT JOINTS 12" 15" ° •THE LAST PCCP PANEL • (EXISTING BEFORE PCCP TO HMA 0 1.zs.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 °'A•S"° EXISTING APPROACH SLAB TRANSITION alEami91Y1ePM DETAIL �w..nmsro.sbM o.c.mm.m°I rA..n.nml.. 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 NOTES PIPE ALLOWANCES 1. As acceptable aRematives to the rebar shown in the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or MAXIMUM wire mesh having a minimum area of 0.12 square inches per foot shall INSIDE PIPE MATERIAL DIAMETER be used with the minimum required rebar shown in the ALTERNATIVE (INCHES) PRECAST BASE SECTION.Wre mesh shall not be placed in the knockouts. REINFORCED OR 72„ o PLAIN CONCRETE 2. The knockout diameter shall not be greater than 18"(in).Knockouts shall have a wall thickness of 2"(in)minimum to 2.5"(in)maximum. ALL METAL PIPE 15" Provide a 1.5"(In)minimum gap between the knockout wall and the outside of the pipe.After the pipe is installed,fill the gap With joint FRAME AND VANED GRATE CPSSP* 72„ mortar in accordance with Standard Specillcatlon Section 9-04.3. (STD.SPEC.SECT.9.05.20) 3. The maximum depth from the finished grade to the lowest pipe invert POLYPROPYLENE 7R„ shall be 5'(R). ($To.SPEC.SECT.9.05.24) 4. The frame and grate may be installed with the flange up or down. ZMP.N. SOLID WALL PVC The frame may be cast into the adjustment section. (STD.SPEC.SECT.9.05.12(1)) PROFILE WALL PVC 5. The Precast Base Section may have a rounded floor,and the walls (STD.SPEC.SECT.9.05.12(2)) 15^ may be sloped at a rate of 1:24 or sleeper. CORRUGATED POLYETHYLENE 6. The opening Shall be measured at the top of the precast base section. STORM SEWER PIPE 7. All pickup holes shall be grouted full after the inlet has been placed. OR 12" OP FOR B"(IN)HEIGHT TWO#3 BAR HOOPS FOR 12"(IN)HEIGHT RECTANGULAR ADJUSTMENT SECTION s ? ��o *8pz S T I eB8r0NAL S #3 BAR EACH CORNER •y #3 BAR EACH CORNER 1a"(I")MI", CONCRETE INLET #3 BAR HOOP TOP AND BOTTOM STANDARD PLAN B-25.60-02 v SHEET 1 OF 1 SHEET ONE#3 BAR #3 BAR HOOP APPROVED FOR PUBLICATION ACROSS BOTTOM SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION E""" Wrw..nl.aro.sroro o.c=mm.m eI Tmnw.nvilen NOTES 1. Bolt-down capability is required on all frames,grates,and covers,unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots.The frame shall accept the _ 304 Stainless Steel(S.S.)5/8"(in)-11 NC•2"(in)Allen head cap screw by being tapped,or other approved mechanism.Location of bolt-down holes varies by manufacturer. 9 3 2. All grates shall be 20"(in)x 24"(in). 0 3. Grate alterrafives shown for informational purposes.Grate design varies by manufacturer and must meet ADA requirements. 4. Refer to Standard Specification Section 9.05.16 and 9.05.16(2)for additional requirements. 29 1/4" in" t-TYP.) (TYPJ (TVPJ (TVP.) (TYPJ 0 ° f N ����������������IH O \ �� `� �00000��000000�000000 � ° �00000��000000�000000 PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW GRATE FRAME GRATE GRATE GRATE FOR DETAILS NOT SHOWN, ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 3 SEE STANDARD PLAN B-30.10 AR 80f 1786$ 1} B810NAL 6�6 ADA GRATES FOR RECTANGULAR FRAMES STANDARD PLAN B-30.15-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION EE ISONIETRIC VIEWS w.mmeb�smnEo.�Emm.m er Tmnwenvilen (GRATE ALTERNATIVE 1 SHOWN) 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 vertically aligned with the grate or cover slots. The frame shall accept the 11s R 04 Stainless Steel(S.S) 5/8"-11 NC x 2"(in)alien head cap screw by being tapped,or other approved mechanism. Location of bolt down holes varies by manufacturer3.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 1 a1e" 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. 27 518" 26 3/8" 26 318" 6. Alternative reinforcing designs are acceptable in lieu of the rib design. t �.. 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 NOTCHf f° 5/8" '° ' SIB" DETAIL"A" P4• " 2s 3/4' 26za 3/4" 34 iml. 3a va" �O e1n• � �� Nr RING SECTION p RING SECTION SKID GROOVE SKID GROOVE PATTERN PATTERN-SEE DETAIL DETAIL SEE DETAIL"A' SEE DETAIL"A' 7/16� - ---- -_-- -- ---- -:oo" WASHER TOP TOP _ r' (SEE NOTES) BOTTOM e BOTTOM 1 SPECIFY LETTERING COVER PLAN COVER PLAN SEE DETAIL'B" eBS SAL —I SEE DETAIL"A" I SEE DETAIL"A' ,/4'(IN)DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) CIRCULAR FRAME(RING) BOLT-DOWN/WATERTIGHT 1 I 518" AND COVER DETAIL•'B- 'I STANDARD PLAN B-30.70-04 COVER SECTION OB COVER SECTION OB SHEET,OF,SHEET (SEE NOTE 7) (SEE NOTE 7) APPROVED FOR PUBLICATION STANDARD BOLT-DOWN I WATERTIGHT E—N TYPE 1 TYPE 2 ISOMETRIC VIEW wueM1l^eb^smnEo.�mm.m.l7..^w.nml.^ FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB FACE OF CURB VARIES 6 112' 6 1/2" VARIES FROM 6"(IN)TO 0"(IN)- 1" 10"TO 22" 1" MAINTAIN 1H.6V SLOPE (SEE CONTRACT) 51/2" 1" VARIES 1"(IN) ON SIDE OF CURB (IN)R. R. MATCH ROADWAY MATCH ROADWAY 1/2"(IN)R. MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE SLOPE 1l2"(IN)R. SLOPE •1"(IN)R.• - n R. (IN) ROADWAY ----`• 1/2"(IN)�ROADWAY ROADWAY ROADWAY R rcm '.-:2.0%e R. n >12'(IN)R.•'• n' .. 1/2"(IN)R. ° ..> j FLUSH WITH GUTTER PAN AT CURB > iO RAMP ENTRANCE-1/2"(IN)VERTICAL ,111/2"> 111/2" 1'-S. 1 1'-6" > LIP AT DRIVEWAY ENTRANCE DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB AND GUTTER SECTION 1. TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES m 6" "1. ��._E(N)ADJACENT IN)R. 1/2"(IN)R. 6• CEMENT CONCRETE NOTE CEMENT CONCRETE OR 7/2"(IN)R. H CURB RAMP,LANDING, o ASPHALT CONCRETE I I 1 (IN) �NTRANVCE AV 1. See Standard Plan F-30.10 for Curb Expansion SIDEWALK OR PATH VARIES FROM R' and Contraction Joint spacing.See Standard 6(IN)TO 0"(IN) Spa fleation,Sections 8-04 and 9-04 for additionalrequirements. INPREMOLDED JOINT FILLER(N TO CEMENT 3/8"(IN)PREMOLDEO CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS,LANDINGS, AND DRIVEWAY ENTRANCES G8 or S. Ali FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB 2 FACE OF CURB � VARIES 7 1/4" 1" 10"TO 22" 1'• 6 1l2" (SEE CONTRACT) 6 4 �O ,9 3a777 O W� 1/2"(IN)R. 1"(IN)R. AQ' 88I8S8PW �} 1n°(IN)R. B*ZONAL g�0 ROADWAY ROADWAY ROADWAY ROADWAY Michael S 9e,N.n S Fleming n CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-04 1 3/4" 11/4" 81/4" ET APPROVED SHEET 1FOR F 1 SHE ATION Date:2020.0e.24 17•07:57:43-07'00• DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT yy_N..hn Noh EDepaEilmenl el TmneenanXen CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB 170 1'-0"6" SIDEWALK SEE (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 61/2" CONTRACTIO 81/2' 1'-0" 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) FACE OF CURB JOINT 5112" 1" ROUNDING 2.0% 1/2"(IN)R.(TYP.) 1 1/2"(IN)R.(TYP.) CURB NOT INCLUDED IN BID ITEM- 1 2.0°b MAX. v 20%MAX SEE STANDARD PLAN F�10.12 QgP q1 •1"(IN)R. - ROADWAY SV' SEE RAISED EDGE 3/8"(IN)PRE MOLDED SEE CURB FACE DETAIL DETAIL-THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1 FINISHED GRADE (IN)BELOW 8" 61/2' I 1" 2'-0" SIDEWALK OTOP OF CONCRETEE SURFACE CURB AND SIDEWALK I— MIN. (SEE CONTRACT) NOTE v-o° v-o° CURB FACE DETAIL 1n"(IN)R.(TYP.) 1. Gratings,Access Covers,Junction Boxes,Cable Vaults,Pull Boxes and other ROUNDING ` CURB NOT INCLUDED IN BID ITEM- appurtenances within the SIdBWGIk must have SIIP 2515taM 6UAaL85,be flush EXTEND SIDEWALK TRANSVERSE E%PANSION / 1 SEE STANDARD PLAN F-10.12 with surface,and match race Of the sidewalk. JOINTS TO INCLUDE CURB(FULL DEPTH) `z.o% 2.0%MAX. 9 +PREMOL EO) WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK BROOMED FINISH(TYP.) SIDEWALK 1/2°(IN)R. 0 E 4"(IN)WIDE,SMOOTH-TROWELED O ALL CUT MIN. (SEE CONTRACT) �A PERIMETER J SLOPES �(IN) 0� CEMENT CONCRETE CURB (IN)R.(TYP.) b C (CURB AND GUTTER SHOWN) `0% 1 CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM 2.0%MAX. SEE STANDARD PLAN F-10.12 ED SEE STANDARD PLAN F-10.12 AN,111 JOINT FILLER G F� 0 3/8"(IN)PREMOLE JOINT FILLER !, SIDEWALK ADJACENT TO WALL DETAIL Y ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING CONTRACTION JOINT BARRIER-SEE SIDEWALK IN SIDEWALK ONLY CONTRACT PLANS (SEE CONTRACT) 6 LEVEL 12"(IN)R.(TYP.) 'L EXPANSION JOINT BOTH Q.L 1/2"(IN)R. CURB AND SIDEWALK r' CURB NOT INCLUDED IN BID ITEM- ! FLUSH "v 2.0%MAX.4�7 DARD PLAN F-10.11 m 1"(IN)R. ISOMETRIC VIEW - VERTICAL WALL- 3IB"(IN)PREMOLDED• SEE DETAIL JOINT FILLER(TYP.) � DP.p JOINT AND FINISH DETAIL +��. 80I8S8o•� \} ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL B9rONALEX END SIDEWALK TRANSVERSE 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE Michael S DI.W11 �wMimn— FOR SIDE TREATMENT SIDEWALK BUFFER STRIP Fleming - na SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS (TYP) CEMENT CONCRETE 1 = (TY(IN)R. CURB NOT INCLUDED IN BID ITEM- I ? I SIDEWALK 2.0%MAX P.) �SEESTANDARDLA PUN F-10.12 STANDARD PLAN F-30.10-04 D .�•TO D �'p�+TO SHEET 1 OF 1 SHEET FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE APPROVED FOR PUBLICATION SURFACE FOR PLANTING—FLUSH IF PAVED (J Date:2020.09.25 PREMOLDED 15A150-07'00' JOINT FILLER Eucin ADJACENT TO BUFFER STRIP (J EXPANSION JOINT ©CONTRACTION JOINT woeM1inebn SIoh EDepa�M1nenl nr TmneenNniien NOTES A A 1. The Detectable Warning Surface(DWS)shall extend the full width of the curb ramp, B - E D It CURB MIN. MAX. DETECTABLE WARNING landing,or other roadway entrance as applicable.Exception:If the Manufacturer of CURB RAMP,LANDING,CUT- SURFACE(DWS)- the DWS req Ulres a concrete border around the DWS,a Variance Of up to 2 Inches A 1.60" 240" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. T I B 2. The Detectable Warning Surface(DWS)shall be placed at the back of curb,with the A J B t"D--I c 0.45" 0.sO^ two leading corners of the DWS panel placed adjacent to the back of the curb,and with no more than a 2 inch gap between the DWS and the back of the curb measured D 0.s" too" BACK OF CURB- z'-T MIN.- at the center of the DWS panel. Exception:If the Manufacturer of the selected DWS TRUNCATED DOME E 02" 0 2" SEE Nn2 '.' TVP.OF ALL requires a concrete border around the DWS,a variance of up to 2 inches from the APPLICATIONS back of the curb is permitted measured at the leading Corners of the DWS panel). SECTION OP ( 9 P ). TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 SEE STANDARD SPECIFICATIONSFOR COLOR OF SURFACEbreak at the back of curb. TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUT LANDING,CUT-THROUGH OR 5. If curb and gutter are not present,such as a shared-use path connection,the o¢ WALKWAY Detectable Warning Surface shall be placed at the pavement edge. m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. LANDING OFFSET CURB RAMP SEE NOTE 8 7. If a curb ramp is required,the location of the Detectable Warning Surface must be at WALKWAY ,. WIDTH OF LANDING the bottom of the ramp and within the required distance from the rail. WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY �1I wtOTH of cuT- 5 ft.from the back of curb at all points,place the Detectable Warning Surface on the THROUGH(TVP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING SURFACE(DWS)- a WIDTH OF CUT-THROUGH SEE NOTE 4 CURB RAMP BACK OF CURB (1YP) SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0" 2'-o"MIN. (GRADE BREAK BETWEEN CURB AND MIN. LANDING 15 FT.FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING LANDING BACK OF CURB- SURFACE(DWS)- SURFACE(TVP.)- ,rrrr ......... DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 G TRAVEL WIDTH OF CURB RAMP BACK OF CURB- CURB RAMP m BACK OF CURB- SEE NOTE 2 SEE NOTE 2 WALKWAY WIDTH OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE 6) • ISLAND CUT-THROUGH 2-o"MIN. WIDTH OF CURB RAMP, DETECTABLE WARNING �p "- 4G,OR WALKWAY TSURFACE(TYP)-DETECTABLE WARNING SEE NOTE 3SURFACE(DWS)-SEE NOTE 3 BACK OF CURB- BACK OF CURB- rA° SEE NOTE 2 z SEE NOTE 2 MEDIAN CUT-THROUGH _ SINGLE DIRECTION CURB RAMP DETECTABLE WARNING WIDTH OF SHARED- b (GRADE BREAK BETWEEN CURB AND SURFACE(DWS)- - USE PATH OR �A '98p2f 8Tg&40�11� LANDING>5 FT.FROM BACK OF CURB) SEE NOTES 4 8 Y WALKWAY(TVA.)77 Af G (SEE NOTE 6) 9r0NAL CURB RAMP CURB RAMP I WALKWAY LANDING WALKWAY WIDTH OF CUT-THROUGH SHARED-USE (TYP) PATH OR _. WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER RAIL _ _� EDGE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB- SURFACE(DWS)-SEE NOTE 3 VJALKWAV TH OR S SEE NOTES 4 8 5 SEE NOTE 2 WIDTH OF LANDING Eucw PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED-USE PATH CONNECTION w^�I^eb^smn o.aamm.m er Tm^.nenmle^ (SEE NOTE 6) 2 NOTES 0 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure R Will service. 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 0 4. Perform maintenance in accordance with Standard Specification S-G1.3(15). DRAINAGE GRATE TRM GRATE FRAIME n d DRAINAGE GRATE D -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE O Ul flLTER® NOLTER 0 0 BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) A 0 RATE OF �(1t1 W19mIalDN D D D D D D LANDWAFE ARoHma T MARK W.MAIIRER SECTION VIEW ISOMETRIC VIEW CERTIFICATE NO.00000 NOTTO SCALE STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoNch Ill 08-20-07 WgNrym burr MPaF�FIr MTgigsrpr.n C\ GENERAL NOTE See Standard Plan M-20.10 for pattern and color requirements. 1 4" 4" 23'• 4" 13" 4'• 11" 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=B" 2'-0" 13'-0" BARRIER CENTERLINE-W=21" c 1"(iYP.) 4" 4" 11" I I I 100TO300MILS C 3 4FAI� 180 MILS MIN. i6 T030 MILS 90 MILS MIN. TOP VIEW TOP VIEWTOPVIEW DETAIL OB W 510E VIEW SIDE VIEW SIDE VIEW DETAIL OA CENTERLINE&LANE LINE DOTTED LANE LINE-W=4' N S LINE&TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED LANE LINE-W=8" 600 MILS MIN. EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE Yyo (SOLID OR BROKEN LINE) DOUBLE CENTERLINE&DOUBLE LANE LINE PROFILED PLASTIC EDGE LINE&SOLID LANE LINE (BROKEN LINE) SECTION O � � 23" �e 1" i 1" i 0"TO 2�4' 0'TO 2" i e i" i e V. i1" i 1" i 0"TO 2�4' 0'TO 2" i 1.. i e V. i i c 1" i 0"TO 2" 4" - I - 36103 aL �*ZN ���}� i i i i i i i *ZONAL 6� i i i i i i i NOT TO SCALE TOP VIEW 500 MILS MIN. 500 MILS MIN. PROFILED AND EMBOSSED i 160 MILS MIN. 1/4" 1/4" 160 MILS MIN. 1/4' 1/4" PLASTIC LINES w i6 T030 MILS 100T 16 T030 MILS STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET O SIDE VIEW APPROVED FOR PUBLICATION 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 wemi.eron smro o.aamm.m el T.ensreneae. TWO-WAY LEFT-TURN CENTERLINE EDGE LINE&SOLID LANE LINE �' TRAFFIC CONTROL PLANS 2023 Watermain Improvements/Almaroof A - 3 March 27, 2023 Project Number: 23-3002 MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N ADTH A (fee[7 2s 30 35 40 45 50 55 NO 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 ibo 245 320 540 bao 660 ]20 ]60 840 NOT TO SCALE SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800± RURAL ROADS 45/55 MPH 500± Tvoical Right 2 Lane Closure RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3w± RURAL ROADS&URBAN ARTERIALS 25/30 MPH 2W±(2) RESIDENTAL&BUSINESS DISTRICTS O Right 2 lanes closed on SIB 104th Ave SE in advance URBAN STREETS 25 MPH OR LESS 100±(2) I I I of SE 232nd St. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE ++ f t O SIB traffic will shift into center lane and return to RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. ROAD (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT WDRN I I I correct lanes after bypassing work area. ROADWAY CONDITIONS. AHEAD O Center lane closed to NIB traffic. TABLE(1) W20-1 I I I POSTED PEED O No anticipated pedestrian impact.(this sheet only) CHANNELIZATION DEVICE O METRO route present but unaffected by closure. LIMIT SPACING feet O Parking lane not present. MPH TAPER TANGENT I I 4D O Bicycle lane not present. 50/70 TAP 00 4 3HT 5/45 30 fio RIAN I I I O REASON:To replace water main. Two LANEB 25/30 20 40 CLOSED ANEAo W20-501 I I I IF APPLICABLE I I I THESE SIGNS SHALL BE DISPLAYED I I I DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 I I I *w-,aL ST ELTPLATE W *21-1701 AHEAD 8-24CAUTION I I I a D TAPER=L TCP NOTE: I I C I 1. PLACEMENT OF ADVANCE WARNING SIGNS& DELINEATION DEVICES SHOWN DO NOT ACCURATELY I G I REFLECT THE ACTUAL PLACEMENT LOCATION IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. ' (this sheet only) TANGENT I ' AW20-1 W1-4 +t I I I X G I SHALL MAINTAIN 11' 0 LEGEND , I I MIN.LANE WIDTH D WORK AREA I t I T IS, ®METRO STOP •.••• 28"REFL.CONE I I t I UNAFFECTED f II I k I o�xry tW20-1 1824WORK tI SIGN LOCATION TAPER=L/2 AHEAD EXISTING TRAFFIC FLOW 24"x24" 5R SEQUENTIAL ARROWBOARD ® ?-;I ——•—•—•—•—•—•—•—•—•— f —•—•—•. WATER MAIN R3-2 DEVICE SPACING 1/2 DISTANCE $E 232$T FOR OPPOSING TRAFFIC DEVICES I , I I ;ItIlop W2-401 I . I METRO STOP UNAFFECTED I I I I I I NTER I I I LAN E MANDATORY AxAoW 20-5 DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE I I I REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I I I ROAD ADVANCE WARNING SIGNS I I I WORN SPACED(d(X)OR AS PER AHEAD SITE CONDITIONS. GENERAL NOTES: +I+I fIt W20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). ADDL.NOTES: 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WASHIIGNXSHIE1Mf0CCONIML WIN! laCATION Pro ect Chris Grose O3UPERVISOR SUPERVISOR �KROI'ECT LOCATION PH NE* a w • ,WA 263-258-1419012 PHONE NUMBER KENT PREPARED SHEET# EMAILj^ oA.L/22 KENT.01 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N WIDTH A 0.9 25 30 35 40 45 50 55 fi0 fi5 ]0 w—1 r E 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 ibD 245 32D 590 baD 660 ]20 ]60 840 NOT TO SCALE SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH swO RURAL ROADS 45/55 MPH 500'± Typical Left Lane/Center Lane Closure RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3w± �I� tlt 5 Lane Roadway RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'±(2) POSTED RESIDENTAL&BUSINESS DISTRICTS SPEED URBAN STREETS 25 MPH OR LESS 1W±(2) ROAD I I LIMIT O Left lane/Center lane closed on SIB-N/B 104th Ave (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SE in advance of SE 232nd St. RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. AHEAD j6 O No anticipated pedestrian impact.(this sheet only) (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT Y ROADWAY CONDITIONS. WZO-1 I O METRO route present but unaffected by closure. o Parking lane not present. TABLE(1) O Bicycle lane not present. CHANNELIZATION DEVICE SPACING feet I I o REASON:To replace water main. MPH TAPER TANGENT LEFT LANE 50/]0 40 80 CLOSED I I 35/45 30 60 AHEAD 25m 20 40 W20-5L I I I I A IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS W4 2R m ACCORDING TO RCW 47.36.200 I I FEEL Pa0nox LATE MorE E.REMobcrcLEE S AHEAD DSGm.N W8-24 W21-1701 I +t ROAD WORK AHEAD W20-1 I I TAPER=L I I TCP NOTE: m PLACEMENT OF ADVANCE WARNING SIGNS& E I ®METRO STOP DELINEATION DEVICES SHOWN DO NOT ACCURATELY UNAFFECTED REFLECT THE ACTUAL PLACEMENT LOCATION [ tW20-1 IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. 18"x 24" (��F� (this sheet only) t / ONLY 24"x 24" R35R R3-2 SE 232 ST LEGEND SHALL MAINTAIN 11' I MIN.LANE WIDTH WORK AREA E SHALL MAINTAIN II' MIN.LANE WIDTH ••••• 28"REFL.CONE I I 44 SIGN LOCATION METRO STOP® I TAPER=L UNAFFECTED f EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD ....... WATER MAIN I I I I IIII IIII I:I III Wa-2R IIII IIII SET GXE CLOSED MANDATORY AHEAD W20-5L DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE I REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTHROAD I jl+I lilt GNS SPACED E@(X)ORAS WARNING T xoERnn ER SITE CONDITIONS. GENERAL NOTES: W2o1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). D b1IDK.,e 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY VIM laCATION Pro ect Chris Grose wAsxIlcMXsuamxRc coxrxoL FX91 SUPERVISOR SUPERVISOR �KROI'ECT LOCATION PH NE* -`� ,WA 253-258-1419 - Wi,o'o 1't2 PHONE NUMBER `KENT PREPARED SHEET# EMAIL °i�^122 KENT.02 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH L(feet) MANDATORY TRAFFIC CONTROL PLAN L-C PosWd Speed(mph) FLAGGERS SHALL CONFORM TO KENT,WAWDT rJ A.) WAC 296.155.305&468.95.302 W�E 45 S SIGN SPACING=X NOT TO SCALE FREESR P�S&^'^rsREe Typical Right 2 Lane Closure+ ROB ROADS&°Rae"ARTERIALS 35;a5 MPH FLAGGING Operation RU ROADS&URBAN ARTERIALS 25130 MPH 20Rs(21 REsIDENTAL a BUSINESS DISTRICTS ADVANCE WARNING SIGNS O Right 2 lanes closed on NIB 104th Ave SE In advance JRMN STREETS 21 MPH OR LESS 0S,I21 SPACED @(X)OR AS PER of SE 232nd St. L'I A"Rsnmas n cARaoE NreAsec TO ACCOMMODATE sNrERCRANCE SITE CONDITIONS. O NIB traffic will shift into center lane and return to c21 rwsRagpwipy MA REDUCED N uaDAN AREAS ro FIT REFER TO SIGN SPACING CHART. correct lanes after bypassing work area. TABLE(1) CONMT Ns O Center lane closed to SIB traffic. CHANNELIZATION DEVICE O W/B SE 232nd St closed in advance of 105th Ave SE. SPACING treen O FLAGGERS shall alternate traffic,as needed. eD I tit O These 2 closures form(1)work area. 3v<� 3D R I I Ropo `I` ROAD O Pedestrian escort onsite to assist pedestrians.(this 25/30 2D ao AHEAD I I woRK 1} sheet only) W20-1 AHEAD o METRO route present but unaffected by closure. W20-1 o Parking lane closed within work area. FLAGGING CHARTS I I I O Bicycle lane not present. ONE LANE,TWO-WAY TRAFFIC TAPER SPECS I I 0 ROADNE O REASON:To replace water main. CENTER LANE AHEAD TAPER TYPE LENGTH Ikee A OF DEVICES DLUSED I I I W2D-4 UPSTREAM TAPER 50'TO 100' 6 DEVICE MIN. AHEAD W20-5 DOWNSTREAM TAPER 50'TO 100' 6 DEVICE MIN. I I I D TABLE(1) m CHANNELIZATION DEVICE I I I +�211JA. SPACING FEET PO TAPER TANGENT D TO 2D ,I t 35I45 10 TO 20 60 a To ED4?, METRO STOP W2-401 I ®UNAFFECTED tW7taWjtW FLAGGER TAPER 24"x 24" � PED ®®® 20- 2020-1 ® II ESCORT R3-2 3 PRIORITIZE E/B FLOW� ,I • • SHALL MAINTAIN 11' SE 232 ST DEVICE SPACING 1/2 DISTANCE 18"x 24" MIN.LANE WIDTH FOR OPPOSING TRAFFIC DEVICES MANDATORY M R3-5R PEDESTRIAN ESCORT: Slop work,secure passable TCP NOTE: I �I I W20-7a ADA compliant pedestrian access on existing sidewalk PLACEMENT OF ADVANCE WARNING SIGNS& 4 min.). Clear zone must be free of overhead hazards DELINEATION DEVICES SHOWN DO NOT ACCURATELY METRO STOP REFLECT THE ACTUAL PLACEMENT LOCATION UNAFFECTED I ;I I BE when pedestrians are movint throu h work area. IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. PREPARED (this sheet only) I ,I To STOP W20-7b I ;I I SHALL MAINTAIN 11' TAPER=L12 LEGEND MIN.LANE WIDTH ICI WORK AREA �I •••.. 28"REFL.CONE I .I X M SIGN LOCATION i f EXISTING TRAFFIC FLOW TANGENT SEQUENTIAL ARROWBOARD w1-a ....... WATER MAIN IF APPLICABLE ' THESE SIGNS SHALL BE DISPLAYED . NO PARK BARRICADE DURING NON-WORKING HOURS _ FLAGGING FLAGGING STATION ACCORDING TO RCW 47.36.200 �' TAPER=L DISPLAYED 72 HRS IN AU"ON BTEELPLATE MOTORCYCLES ADVANCE OF CLOSURE AHEAD UBCAUTIRENE m w8-24 w21-701 m eu PARKING I I I l7 MANDATORY I:■ W4-2L DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH PosTFO SPEED LIMIT RIGHT °� wB_"S T _EE DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE GENERAL NOTES: wz0-5o1 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). Ropo 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ++I f It AHEAD ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) wz0-1 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WASHIEGNNBMIEIWNRCCMIML WM Re LOCATION Project Chris Grose O3UPERVI$OR SUPERVISOR PROJECT LOCATION PHONE# • Kent,WA 253-258-1419 PHONE NUMBER KENT DATE PREPARED SHEET# EMAIL 12/26/22 KENT.03 chris@tafficcontrol lan.net SIGN SPACING % MANDATORY 0 eMe TRAFFIC CONTROL PLAN FLAGGERS SXALL CONFORM TO KENT,WA N �5 WAC 296.165.306&d63.95.302 Typical One-Lane,Two-Way Operation A: zs rso man wvt C4 O Will BE 232nd St closed between WRIT PI BE&105th Ave BE. O FLAGGERS shall alternate traffic,as needed. 21 Cl Else et(4 O No anticipated pedestrian impact. noTTD SCALE ICI u��ncl up.ps RYnoae AlusTEo —H O METRO route mt but unaffected by closure. (1)THIS 1PA ,M ei RERouceo lu 1—H AREAS To nT O Parking lane closed within work area. CrIo Bicycle lane not present. ONE LANE,TWO-WAY TRAFFIC TAPER SPECS O REASON:To replace water main. TAPER TYPEI LENGTH(gyp OOF DEVICE6 OPSTREPM TAPER s0 TO 100' 6 DEZ MIN. EA TAPER 6 DEVICE MIN. o W20-1 P TABLE(1) SPEED CHANNELJZATION DEVICE LIMIT ADVANCEWARNINGSIGNS — SPACING FEET �� �� $ SPACED®(X)OR AS PER — TAPERROAo SITE CONDITIONS. W20-1 oµ�EW20-0 REFER TO SIGN SPACING CHART. u� C LMNATFFE � 9�40HEA Qom. POSTERzDIF APPLICABLE PRsioPEo a7a pAa SPEED W20-7b nxuu W20-1 LIMIT THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS µnACCORDING TO RCW 47.36.200IT FLAGGERTAPER W20-7a AHEnu.0-4 n W2D-111<@L4 *v W21-1701 T —— : _ A.PINOEt1RE Be FLDW SE 232 ST p 3 o I a SHAL MAINTAIN 11' MIN.LANE MOTH I I I W20-7a LEGEND WORKAREA ez° METRO STOP YIL UNAFFECTED® ••••• 28"REFL.CONE Y *W20.7b 11 slcx Lounox MANDATORY — EXISTING TRAFFIC FLOW DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE _.—•—•— WATER MAIN REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH `I` tlt NFAO W20-1 . NO PARK BARRICADE DURING HOURS OF DARKNESS,LARGER STATIONS SHALL BE GENERAL NOTES: FLAGGING STATION ILLUMINATED CAUSING GLARE TO THE TRAVELING PUBB LIC USING PORTABLETABLE LION IC296TOWER APPROVED ALTERNATIVE. WAL 28& SE 155.305 SECTION 9(C) 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DISPLAYED 72 HRS IN 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ADVANCE OF CLOSURE DATES(OPTIONAL). �ARKING 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE:206-477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5.PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. 7.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE `•m.:.':°ww - INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N WIDTH 0.9 25 30 35 40 45 50 55 60 65 ]0 W E 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 5A0 600 660 720 ]BD R40 NOT TO SCALE SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55/10 MPH 1500'± Typical Right 2 Lane Closure+ RURAL HIGHWAYS 60/65 MPH SOD± FLAGGING Operation RURAL ROADS 45/55 MPH 5WD RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3w± O Right 2 lanes closed on SIB 104th Ave BE in advance RURAL ROADS&URBAN ARTERIALS 25/30 MPH 2W±(2) of SE 228th St. RESIDENTAL&BUSINESS DISTRICTS O SIB traffic will shift into center lane and return to URBAN STREETS 25 MPH OR LESS 1W±(2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE correct lanes after bypassing work area. RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. *W20-1 �I�I I/I t O Center lane closed to NIB traffic. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 1 O E/B SE 228th St closed in advance of 104th Ave SE. ROADWAY CONDITIONS. O FLAGGERS shall alternate traffic,as needed. TABLE(1) I I I O These 2 closures form(1)work area. CHANNELIZATION DEVICE POSTED O No anticipated pedestrian impact. SPACING feet RIGXT III I SPEED 1W0 LANES O METRO route present but unaffected by closure. MPH TAPER TANGENT CLOSED LIMIT O Parking lane closed within work area. 50/]0 40 BO AXEAO Rs 35145 30 6o W20-501 I 40 o Bicycle lane not present. 25m 20 1 40 I I I I O REASON:To replace water main. I� III, I IF APPLICABLE W4-2L THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 , TAPER=L y TCP NOTE: 7 I f I PLACEMENT OF ADVANCE WARNING SIGNS& CAOTION DELINEATION DEVICES SHOWN DO NOT ACCURATELY STEELPLATE *W21-1701 I U I REFLECT THE ACTUAL PLACEMENT LOCATION AHEAD IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. W8-24 (this sheet only) LEGEND TANGENT=L WORK AREA I I W1-4 M M M M M 28"REFL.CONE X I I I 1t SIGN LOCATION � I I f EXISTING TRAFFIC FLOW [ SEQUENTIAL ARROWBOARD 4 I ®METRO STOOP TAPER L/2 — WATER MAIN I" I ED = . NO PARK BARRICADE /-91 FLAGGING STATION BE ED I I DISPLAYED 72 HRS IN PREPAR STOP W20-7b I I ADVANCE OF CLOSURE O SPACING 1/2 DISTANCE I I FORR OPPOSING TRAFFIC DEVICES POSTED M PARKING SPEED Da O LIMIT +W20-7a 24"x 24 I I 18"x 24' tW20-1 ® I �ONLY SE 228 ST R3-4 R3-5R to y y 1 22�(4�x 22)4" 18"xpp24" ROAD JW20-7b oxLr SHALL MAINTAIN II' R3-2R3-5R MIN.LANE WIDTHW20-1 W20-7a METRO STOP I W2-401 UNAFFECTED I I ROAD WORK AHEAD III m W20-1 m IIII +t MANDATORY CENTER LANE cLos6o AHEAD DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE a W20-5 REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH m IIII ROAD ADVANCE WARNING SIGNS GENERAL NOTES: IIII WORK SPACED A(X)OR AS PER AHEAD SITE CONDITIONS. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. +I+I I flt W20-1 REFER TO SIGN SPACING CHART. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). I t � RM.4e 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WM E. la CATION Pro ect Chris Grose MLsxlncMxsuamNnc coxmoL FO SUPERVISOR SUPERVISOR ^ FJECT LOCATION PHONE# -i nt,WA 253-258-1419V oPHONE NUMBER KENT EPREPARED SHEET# EMAIL L ^26122 IKENT.05 ehris rafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N WIDTH (ke[7 25 30 35 40 45 50 55 fi0 fi5 ]0 w—1 r E 10 105 150 205 270 450 5W 550 11 115 165 225 295 495 550 605 660 - - 12 125 ibD 245 32D 590 baD 660 ]20 ]60 840 NOT TO SCALE SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH sw0 RURAL ROADS 45/55 MPH 500± Typical Left Lane/Center Lane Closure RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± 5 Lane Roadway RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'±(2) RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1.±(2) O Left lane/Center lane closed on S/B-N/B 104th Ave (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SE in advance of SE 228th St. RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. O No anticipated pedestrian impact.(this sheet only) (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ROAD POSTED O METRO route present but unaffected by closure. WORK TABLE(1) AHEAD 111 1 tit SPEED 0 Parking lane not present. CHANNELIZATION DEVICE W20-1 LIMIT O Bicycle lane not present. SPACING feet 0 REASON:To replace water main. MPH TAPER TANGENT 0/]5O 40 BO 35/45 1 30 1 60 25/30 1 20 1 40 LEFT LANE CLOSED AHMD W20-SL IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 *W,1-2R CAUTL PIOLATE DsN orEEx1oearREMuLEE S-24 STEE AHEAD usn W21-1701 oN ®METRO STOP W UNAFFECTED I I I I I I TCP NOTE: PLACEMENT OF ADVANCE WARNING SIGNS& I, DELINEATION DEVICES SHOWN DO NOT ACCURATELY REFLECT THE ACTUAL PLACEMENT LOCATION IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. (this sheet only) TAPER=L SHALL MAINTAIN IV I MIN.LANE WIDTH ROAD 24"x 24" 18"x 24" woRK ® axeao W20-1 oxLr SE 228 ST R3-2 - 13-5R 7. 18"x 24" tTIMIN. 24"x 24" ROAD ar3Lv � I ®R35R R3-2W20-1 UNAF ECTED� SHALANEIWIDTHNTAIN II m 14 TAPER LEGEND ROAD WORK WORK AREA I... AHEAD W2O-1 �t 28"REFL.CONE /4 SIGN LOCATION f EXISTING TRAFFIC FLOW o a SEQUENTIAL ARROWBOARD m ....... WATER MAIN W4-2R I I I MANDATORY �LEILT-NE DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE D REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH W20-5L I I I GENERAL NOTES: +I� tI t ROaD ADVANCE WARNING SIGNS WORK ,SPACED @(X)OR AS PER AHEAD SITE CONDITIONS. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. v 20-1 REFER TO SIGN SPACING CHART. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WASHIX6NYSRIEIMNDCCOMNWL VIM laCATION Pro ect Chris Grose O3UPERVISOR SUPERVISOR �KROIECT LOCATION PH NE* F% ] • ,WA 253-258-1419012 PHONE NUMBER KENT PREPARED SHEET# EMAIL °i�^; oA.L/22 KENT.06 chris rafficcontrol lan.net MINIMUM LANE CLOSURE TAPER LENGTH L(het) MANDATORY TRAFFIC CONTROL PLAN I-E PosleO Speed(mph) FLAGGERS SHALL CONFORM TO KENT,WA.DT N Ire�l WAC 296.155.305&468.95.302 Typical Right 2 Lane Closure+ w a :« R S60 720 1 7W 840 FLAGGING Operation s SIGN SPACING=X NOT TO SCALE FREO Right 2 lanes closed on N/B 104th Ave SE in advance N�MiGN G RES of SE 228th St. O N/B traffic will shift into center lane and return to RUNAL ROADS&URBAN ANTEMALS SS 14S MPH 3w: correct lanes after bypassing work area. RU ROADS&URBAN RTERIALS 25130 MPH 20Rs(21 RESIDEHrAL s BUSINESS DISTRICTS O Center lane closed to S/B traffic. JRBAH 21 MPH OR ar:(2) ADVANCE WARNING SIGNS O W/B SE 228th St closed in advance Of 105th Ave SE. al ALL SP CINGS MAY BE AWURTED T TES IN ENCHANGE SPACED @(X)OR AS PER O FLAGGERS shall alternate traffic,as needed. cn TwsRsvowipy-Dnur s NaEDUCED N uaD�N ARErnAs rro FIT SITE CONDITIONS. O These 2 closures form(1)work area. REFER TO SIGN SPACING CHART. O Pedestrian escort onsite to assist pedestrians.(this TABLE(1) sheet only) CHANNELIZATION DEVICE I O METRO route present but unaffected by closure. SPACING feet) GENT O Parking lane closed within work area. sonc aD R BD *112D O Bicycle lane not present. METRO STOP O REASON:To replace water main. ®UNAFFECTED IIII FLAGGING CHARTS IIII ONE LANE,TWO—WAY TRAFFIC TAPER SPECS CENTER LANE CLOSED MANDATORY TAPER TYPEI LENGTH(E,0 0 OF DEVICES AHEAD UPSTREAM TAPER 50'TO 101' 6 DEVICE MIN. W20-5 PEDESTRIAN ESCORT: Stop work,secure passable DOWNSTREAM TAPER I w'To 100' 6 D".MIN, I ADA compliant pedestrian access on existing sidewalk TABLE(1) (4'min.). Clear zone must be free of overhead hazards CHANNELIZATION DEVICE I I when pedestrians are moving through work area. SPACING FEET MSD55 0 R TANGENT I I O 20 zvSD iD To sD 24"X 24" �V`12-401 I I FLAGGER TAPER t ONE�IANE �EnD0 2DPED 20-7a AxEAD W20-4 W20-1 ® I ESCORT c R3-2L . . �� PRIORITIZE E/B FLOW 18"x 24" P24"x24" 4' $E 228 ST pSHALL MAINTAIN 11' ; MIN.LANE WIDTH ONLY R3-5R R W20-1 METRO STOP DEVICE SPACING 112 DISTANCE UNAFFECTED ;I W20-7a �W20-7a FOR OPPOSING TRAFFIC DEVICES BE TCP NOTE: ' PRETADRED PLACEMENT OF ADVANCE WARNING SIGNS& STOP DELINEATION DEVICES SHOWN DO NOT ACCURATELY W20-7bBE REFLECT THE ACTUAL PLACEMENT LOCATION ;I ;I PREPARED IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. SHALL MAINTAIN 11' TAPER=L/2 ro (this sheet only) MIN.LANE WIDTH i stop W20 7b 0 I .III Er LEGEND < WORK AREA m ROAD WORK X MUD 28"REFL.CONE +t W20-1 41 SIGN LOCATION I ` TANGENT=2L f EXISTING TRAFFIC FLOW W1-4 I t 0 SEQUENTIAL ARROWBOARD E ....... WATER MAIN E c IF APPLICABLE . NO PARK BARRICADE ; G THESE SIGNS SHALL BE DISPLAYED a TAPER DURING NON-WORKING HOURS FLAGGING STATION m ; ACCORDING TO RCW 47.36.200 DISPLAYED 72 HRS IN m . ADVANCE OF CLOSURE <UEEIMaroxcrcLLs usE x rtEME CAUTION•PARKING fflOM O 8-24 W21-1701 III wa-2L MANDATORY POSTED DURING NON WORKING HOURS,TRAFFIC CONTROL SHALL BE SPEED RIaosrDGHT REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH LIMIT rnD uxes f AHEAD W20-501 DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE GENERAL NOTES: ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. ROAD 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND �+I f I t AHEAD DATES(OPTIONAL). wzo 1 ADDL.NOTES: 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). L I � BN.xle 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WM E. la CATION Pro ect Chrie Grose wMNIICMxsuamMNc coxnmL FO SUPERVISOR SUPERVISOR ^ �GATEPREPARED ECT LOCATION PHONE# IN -i ,WA 253-258-1419 '°" �I,"'o V o 012 PHONE NUMBER KENT SHEET# EMAIL L ^; a1.L/22 IKENT.07 chrisLbtrafficcontrol plan.net MINIMUM LANE CLOSURE TAPER LENGTH•L(fee[) TRAFFIC CONTROL PLAN POsWd Speed(mph) Typical Right 2 Lane Closure+ KENT,WA A.) FLAGGING Operation rs W�E O Right 2 lanes closed on SIB 104th Ave SE in advance 245 of SE 226th St. S SIGN SPACING=X O S/B traffic will shift into center lane and return to NOT TO SCALE FREcorrect lanes after bypassing work area. R�wDR G RE o Center lane closed to N/B traffic. 40 o E/B SE 226th St closed in advance of 104th Ave SE. RURAL ROADS A URBAN ARTERIALS 31 1 MEN 35tlt O FLAGGERS shall alternate traffic,as needed. RU ROADS&URBAN RMRIALs 25 130 MPH 20Os(21 RES_AL R BUSINESS DISTRICTS Q These 2 closures form(1)work area. JRMH 21 MPH OR 0S,(2) O No anticipated pedestrian impact. DI ALL gPACINcsM TESINTENCHANGE O METRO route present but unaffected by closure. ROAD oIVEWAY WORK rJ TNI$Rogpwipy�r,,AwiO REDUCED URBAN AREAS To FIT o Parking lane closed within work area. AHEAD O Bicycle lane not present. W20-1 TABLE(t l RISK CHANNELIZATION DEVICE o REASON:To replace water main. TRIO LANES SPACING feel CLOSED TANGENT AHEAD s0n0 T 4o R W20-501 so 35/30 20 4o I� �j/ W4-2L FLAGGING CHARTS / ONE LANE,TWO-WAY TRAFFIC TAPER SPECS TAPER TVPE LENGTH[Eeq R OF DEVICES UPSTREAM TAPER 50'TO 100' 6 DEVICE MIN. METRO STOP® / / 41 DOWNSTREAM TAPER ED'TO 100' 6 DEVICE MIN. DNAFFECTED TABLE(1) / / ESQ LEGEND CHANNELIZATION DEVICE SPACING FEET / �� / WORK AREA MM 10APOERO TANGENT / 35M6 10 TO 20 6D / ••••• 28"REFL.CONE 0 TO 20 40 / '� 11 SIGN LOCATION MANDATORY TAPER / EXISTING TRAFFIC FLOW FLAGGERS SHALL CONFORM TO SEQUENTIAL ARROWBOARD WAC 296.155.305 W 1 J —.—.... WATER MAIN TANGENT L 13"x 24" NO PARK BARRICADE = �'� onLr IF APPLICABLE FLAGGING STATION X � F � R3-SR THESE SIGNS SHALL BE DISPLAYED F% DISPLAYED 72 HRS IN DURING NON-WORKING HOURS c DIW ACCORDING TO RCW 47.36.200 L^' ADVANCE OF CLOSURE Las Pines Locas Apts • ARKING BE 224en Benson Rd SE T PREPARED tw MOTORCYCLESTOKent,WA 98031 O$C F%TREME *W2.-_1A STOP8-24 nax W21-1701 TAPER=L/2W20-7b POSTED SPEED W20-7a ROAD LIMIT 24"x 24" 18"x 24" woRK AST +W2�7a jR5 20-1 I R3-2R SE moilk ------------------- 18"x 24" ` I 2®4" DEVICE SPACING 1/2 DISTANCE • FOR OPPOSING TRAFFIC DEVICES ONLY R3-5R ` R3-2 W20-7a I `, W2-401 SHALL MAINTAIN I I Roao MIN.LANE WIDTH N WORK D AHEAD < W20-1 Jo m A DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE m CENTER UNECLOSED +t ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC m AHEAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. W20-5 WAC 296-155-305 SECTION 9(C) TCP NOTE: PLACEMENT OF ADVANCE WARNING SIGNS& I DELINEATION DEVICES SHOWN DO NOT ACCURATELY REFLECT THE ACTUAL PLACEMENT LOCATION MANDATORY POSTED I IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. SPEED ®METRO STOP (this sheet only) I I I DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE LIMIT UNAFFECTED REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH f I Roao ADVANCE WARNING SIGNS GENERAL NOTES: ���I }I� HWORK EAD ~SPACED @(X)OR AS PER SITE CONDITIONS. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. W20-1 REFER TO SIGN SPACING CHART. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). ADDL.NOTES: 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). �, ,• 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WABHIIGNXBp1ETwRCCN11A0L WM laCATION Pro'ect Chris Grose O3UPERVISOR SUPERVISOR [RO1,ECT LOCATION PH NE* a w oi...x- 04 • en,WA 253-258-1419 "012 PHONE NUMBER KENT MNM rl ATE PREPARED SHEET# EMAIL °i�^ oA.L2/26/22 IKENT.08 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N WIDTH 0.9 25 30 35 40 45 50 55 60 65 ]0 W E 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 6C5 660 - - 12 125 180 245 320 5A0 600 660 720 ]60 840 NOT TO SCALE SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55/10 MPH 1500'± RURAL HIGHWAYS 60/65 MPH SOD± RURAL ROADS 45/55 MPH 507± RURAL ROADS&URBAN ARTERIALS 35/40 MPH 35D± ROAD RURAL ROADS&URBAN ARTERIALS 25/30 MPH 2W±(2) WORK RESIDENTAL&BUSINESS DISTRICTS AHEAD W20-1 URBAN STREETS 25 MPH OR LESS 100'±(2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE �{ RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. / (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. / �r / TABLE(1) METRO STOP CHANNELIZATION DEVICE UNAFFECTED SPACING feet MPH TAPER TANGENT 0/]50 40 BO 35/45 1 30 1 60 / / 41 Typical Left Lane/Center Lane Closure 25/3D 1 20 1 40 Q�LEFT IANE 5 Lane Roadway / / 50� CLOSED O Left lane/Center lane closed on S/B-N/B 104th Ave AHEAD SE in advance of SE 226th St. IF APPLICABLE W20-SL 0 No anticipated pedestrian impact.(this sheet only) THESE SIGNS SHALL BE DISPLAYED / / 0 METRO route present but unaffected by closure. DURING NON-WORKING HOURS / / O Parking lane not present. ACCORDING TO RCW 47.36.200 0 Bicycle lane not present. O REASON:To replace water main. CAUTION mONCYCLEs STEEL PLATE uBE ExrRENE AHEAD CMIOON W8-24 W21-1701 W4-2R Las Pizzas Locas Apls o ' D/W J I 22440 Benson Rd SE 5 JJ Kent,WA 98031 N .I ROAD TAPER ' 'm�iD )� ') SHALL MAINTAIN II' WORK W20-1 MIN.LANE WIDTH 24"x 24" 18"x 24" tw ONLY20-1 R3-2 + R3-5R c _._._._._._._._._._ 00 24"x 24" SE 226 ST Roao WORK ONLY AHEAD W20-1 R35R r R3-2 I; TAPER SHALL MAINTAIN I V MIN.LANE WIDTH 5.I C Roao m WORK y AHEAD I• I m W20-1 TCP NOTE: PLACEMENT OF ADVANCE WARNING SIGNS& +f DELINEATION DEVICES SHOWN DO NOT ACCURATELY III I REFLECT THE ACTUAL PLACEMENT LOCATION IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. A I W4-2R (this sheet only) D LEGEND IIII 0 y WORK AREA m I METRO STOP 28"REFL.CONE ® UNAFFECTED « SIGN LOCATION POSTED EXISTING TRAFFIC FLOW SFCLEFT LANE PEED i!-----j\ LIMIT I V SEQUENTIAL ARROWBOARD T I new MANDATORY W20-5L ....... WATER MAIN DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE III REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I ROAD ADVANCE WARNING SIGNS woRH SPACED @(X)OR AS PER AHEAD SITE CONDITIONS. GENERAL NOTES: ++ Ift W20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). t tNM.4e 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WM Re lacement Project Chris Grose wAalncmnsRnmNBc coxlAOL a °^m+'UPERVISOR SUPERVISOR §ATEPREPARED JECT LOCATION PHONE# „- A �� nt,WA 253-258-1419 012.j oNwo PHONE NUMBER KENT SHEET# EMAIL 26/22 IKENT.09 chris rafficcontrol lan.net MINIMUM LANE CLOSURE TAPER LENGTH L(fee[) TRAFFIC CONTROL PLAN L-E POsWd Speed(mph) KENT,WAWDTH rJ A.) w Typical Right 2 Lane Closure+ E 1� TER :« FLAGGING Operation S SIGN SPACING=X NOT TO SCALE FREO Right 2 lanes closed on NIB 104th Ave SE in advance R�MiGH G REe of SE 226th St. O NIB traffic will shift into center lane and return to RUNAL ROADS&URDAN ANTERIALS 33)eB MPH 3w: correct lanes after bypassing work area. RU ROADS&URBAN RMRIALS 25 130 MPH ears(21 RESIDE_AL&BUSINESS DISTRICTS O Center lane closed to SIB traffic. JREAH 21 MPH OR OD:(2) o W/B SE 226th St closed in advance of 105th Ave SE. (1)ALL SPACI As M TO TEBINTENCHANGE ROAD l/ o FLAGGERS shall alternate traffic,as needed. RMPr,TNISRopowipy�r,,AwiO Eoi"NSI;RDAN AREAS To FIT WORK O These 2 closures form(1)work area. —CONDITIONS. AHEAD / /W201 O Pedestrian escort onsite to assist pedestrians.(this TABLE(1) sheet only) CHANNELIZATION DEVICE / / O METRO route present but unaffected by closure. SPACING feel TANGENT O Parking lane closed within work area. sons T aO R So / / 5 O Bicycle lane not present. 25/30 20 40 CENTER LANE CLOSEDAHEAD / = O REASON:To replace water main. W20-5 y0 2 FLAGGING CHARTS +f ro MANDATORY ONE LANE,TWO-WAY TRAFFIC TAPER SPECS PEDESTRIAN ESCORT: Stop work,secure passable TAPER TYPE LENGTH(E,0 #OF DEVICES ° ' ADA compliant pedestrian access on existing sidewalk UPSTREAM TAPER 50'TO 100' 6 DEVICE MIN. ) (4'min.). Clear zone must be free of overhead hazards DOWNSTREAM TAPER 50'TO 100' 6 DEVICE MIN. r- when pedestrians are moving through work area. TABLE(f) T S CHA ACING IF( DEVICE I I' PACING FEET) W2401 M5055 0 APER TANGENT i O 20 24"xx 224" t 2v45 10 TO 2a 6D ROADONE LANEwoRK FLAGGER TAPER aoaD0 TO 20 a0 AHEADAHEADW20-1 PEO 20-7a W20-4 W20-1 R I I ESCORT c IF APPLICABLE • • THESE SIGNS SHALL BE DISPLAYED o .-. �— `•""c"_ _ DURING NON-WORKING HOURS c c I PRIORITIZE E/B FLOW ACCORDING TO RCW 47.36.200 18"x 24" 18"x 24" SE 226 ST j I 24"X 24" SHALL MAINTAIN 11' CAUTION / ® DxLr MIN.LANE WIDTH STEEL PLATE NSrO TRTN[ ROAD ONLY AHEAD O CAUTION WORK R3-SR R3-5R W8-24 W21-1701 AHEAD W20-1 I I R3-2 ■�DEVICE SPACING 1/2 DISTANCE I �W20-7a D m W20-7a FOR OPPOSING TRAFFIC DEVICES I I CA BE m PREPARED BE I : TO PREPARED STOP To W20-7b STOP SHALL MAINTAIN 11' I TAPER=L12 W20-7b MIN.LANE WIDTH I • ROAD WORK TCP NOTE: I AHEAD PLACEMENT OF ADVANCE WARNING SIGNS& W20-1 DELINEATION DEVICES SHOWN DO NOT ACCURATELY REFLECT THE ACTUAL PLACEMENT LOCATION I I x ®METRO STOP IN RELATIONSHIP TO REQUIRED SPACING DISTANCES. I �`, I UNAFFECTED (this sheet only) LEGEND 0 TANGENT=L WORK AREA W1� I ■■■■■ 28"REFL.CONE • ti SIGN LOCATION f EXISTING TRAFFIC FLOW I SEQUENTIAL ARROWBOARD A TAPER=L I I ....... WATER MAIN m M I . NO PARK BARRICADE I I FLAGGING STATION I ' I I� DISPLAYED 72 HRSIN POSTED I VV4-2L ADVANCE OF CLOSURE SPEED M PARKING MANDATORY LIMIT I I RIGHT 0 W I ANES DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE T CLOSED REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I I AHEAD W20-501 I I Roao ADVANCE WARNING SIGNS GENERAL NOTES: +I+ tlt woRK SPACED @(X)OR AS PER AHEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WMEC laCATION Project Chris Grose wAsxlncmnssHmxNc coxmoL a SUPERVISOR SUPERVISOR �DATE ECT LOCATION PHONE# „- A -'• ,WA 253-258-1419 012 oNe PHONE NUMBER KENT PREPARED SHEET# EMAIL�• /22 KENTAD Chris rafficcontrol lan.net SIGN SPACING =X MANDATORY TRAFFIC CONTROL PLAN FREEWAYS&EXPRESSWAYS 55"o MPH 150DS KENT,WA RURAL HIGHWAYS 60 165 MPH aou: FLAGGERS SHALL CONFORM TO N RURAL ROADS 45 155 MPH 509i WAC 296.155.305&468.95.3002 A q �E RURAL ROADS&URBAN ARTERIALS 35140 MPH 350s Wy RURAL ROADS 8 URBAN ARTERIALS 25 130 MPH 2091(2) S RESIDENTAL&BUSINESS DISTRICTS Typical One-Lane,Two-Way Operation URBAN STREETS 25 MPH OR LESS 1091(2) NOTTO SCALE H)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE LEGEND w/Road Closure/Detour Route Provided RAMPS,AT-GRADE INTERSECTIONS AND DRI/EWAYS. (2)THISR-INGOADWAY MAYCON BE REDUCED IN URBAN AREAS TO FIL NS. WORK AREA O N/B State Ave N closed between E James St &E George St. ■■■■■ 28"REFL.CONE O Detour route provided. ONE LANE,TWO—WAY TRAFFIC TAPER SPECS o E/B E George St closed at State Ave N. TAPER TYPE LENGTH(fr-) #OF DEVICES N SIGN LOCATION o FLAGGERS shall alternate traffic,as needed. UPSTREAM TAPER 50'TO 100' 6 DEVICE MIN. O These 2 closures form(1)work area. DOWNSTREAM TAPER 50'TO 100' 6 DEVICE MIN. f EXISTING TRAFFIC FLOW O FLAGGERS shall alternate traffic,as needed. O METRO route not present. TABLE(1) ------. WATER MAIN O Parking lane closed within work area. CHANNELIZATION DEVICE O Bicycle lane not present. SPACING (FEET) . NO PARK BARRICADE MPH TAPER TANGENT O REASON: To replace water main. 50A35 1 10 TO 20 B0 10 `� Bva s TO?D so —II FLAGGING STATION 25DD 10 TO 20 4D DISPLAYED 72 HRS IN ADVANCE OF CLOSURE Aj1 PARKING *W213-lk 0 POSTED +W2. SPEEDLIMIT -7a ONE LANE � 30"x 24" • 4 25 SHALL MAINTAIN 11' ■ Ax AD m W20-7a W20-4 z FDIETOURL MIN.LANE WIDTH y E GEORGE ST M4-9R �► [ ~ 30"x 24" FLAGGER TAPER DETOUR M4-9L WORN ONE�LHE MJ y .} I AXEAO nr i W20-1 HEAD W20-4 W20-7a .0 CLOSURE AFFECTS ROH m ;} RESIDENT PARKING xEau SHALL MAINTAIN 71' W20-1 I MIN.LANE WIDTH IACCESS SHALL BE MAINTAINED FOR ALL POSTED 4 DRIVEWAYS AT ALL TIMES I SPEED LIMIT MANDATORY ADVANCE WARNING SIGNS NOTIFY AFFECTED RESIDENT OF SPACED 0(X)OR AS PER 2$ + WORK TIMES&DATES SITE CONDITIONS. aa"x 30• + t REFER TO SIGN SPACING CHART. I I ROAD CLOSED - /1 30"x 24" 30" 3 3 } DETOUR 24"x 24" DErOUR M~R R5-11 M4-10D '( ® HEAD W ARHEAD IIIIIIIIIIIIIIIIIIIIIII �J } R31 zo-2 w2o3 J f _ = 18"x2a" III III RIG 1 = R4H7 ~ 30_ y IIIIIIIIIIIIIIIIIIIIIIII R5-11 E JAMES ST I II x 24" 30"x 24" 30"x 24"4W20-2 1,2C� DETOUR DER closeD AxEAo l W20-3 R3-2 M4-9V M4-9L MANDATORY IF APPLICABLE DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE THESE SIGNS SHALL BE DISPLAYED REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC CAUTION Mar%LEP USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. GENERAL NOTES: STEEL PLATE use Ex NENE WAC 296-155-305 SECTION 9(C) AHEAD 6AunoN 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Wa-2a W21-1701 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). E I � NM.4P 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAME PREPARED BY WM E. la CATION Pro ect Chrie Grose wAsxIlcNNsuRmNOc coxrAOL FO SUPERVISOR SUPERVISOR ^ �DATEPREPARED OJECT LOCATION PHONE# ,� -i nt,WA 253-258-1419 '°" "i,o'o V o 012 PHONE NUMBER KENT SHEET# EMAIL L ^; oA.L-'-"'.' 26/22 IKENT.11 ehris rafficcontrolplan.net SIGN SPACING =X TRAFFIC CONTROL PLAN FREEWAYS&EXPRESSWAYS 551T0 MPH 1500t LEGEND KENT,WA H RURAL HIGHWAYS 60165 MPH 800t RURAL ROADS 45 155 MPH 500t RURAL ROADS&URBAN ARTERIALS 35140 MPH 350s WORK AREA Typical One-Lane,Two-Way Operation w E RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200s(2) RESIDENTAL&BUSINESS DISTRICTS ■■■■■ 28"REFL.CONE O NIB State Ave N closed north of E George St. S URBAN STREETS 25 MPH OR LESS 1001(2) O FLAGGERS shall alternate traffic,as needed. NOT To SCALE (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE 44 SIGN LOCATION O METRO route not present. RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FfT O Parking lane closed within work area. RoADWAY CoNDmous. f EXISTING TRAFFIC FLOW O Bicycle lane not present. ONE LANE,TWO-WAY TRAFFIC TAPER SPECS ....... WATER MAIN O REASON: To replace water main. TAPER TYPE LENGTH(t-) #OF DEVICES . UPSTREAM TAPER 50'TO 100' 6 DEVICE MIN. NO PARK BARRICADE DOWNSTREAM TAPER 50'TO 100' 6 DEVICE MIN. FLAGGING STATION CLOSURE AFFECTS TABLE(1) RESIDENT PARKING CHANNELIZATION DEVICE DISPLAYED 72 HRS IN SPACING (FEET) ADVANCE OF CLOSURE ACCESS SHALL BE MPH TAPER TANGENT MAINTAINED FOR ALL 50/65 1 10 TO 20 SO PARKING DRIVEWAYS AT ALL TIMES 1W 1 10 TO 20 6D z5DD 1 10 TO 20 4D MANDATORY NOTIFY AFFECTED RESIDENT OF MANDATORY WORK TIMES&DATES FLAGGERS SHALL CONFORM TO ��\ WAC 296.155.305&468.95.302 \/ � t Roao WORx FLAGGER STAGED AT �fQ AxEaD n W20-1 BUSINESS DRIVEWAY POSTED ) SPEED LIMIT ONE LANE 1, t t Z5 SHALL MAINTAIN I V �- M ROAD 7 AHEAD j Q 20-7a W20-4 I I MIN.LANE WIDTH JnICLr IV E GEORGE ST '} I } f f y y I I FLAGGER TAPER I I W RH ONE LANE � � ; AHEAD ROAD ROAD W20-1 AHEAD W20-4 rW20-7a i w AD m I o W20-1 > LADVANCE WARNING SIGNS A SPACED Cm(X)OR AS PER = I v S I SITE CONDITIONS. y I m REFER TO SIGN SPACING CHART. I I y j I 144 I � t I I I , � I � IIIIIIIIIIIIIIIIIIIIIII �J � I _ •_ — _ _ — — — — — — — — — — — — — — — — — — — — — _� - - - - - - - - - - - - - - - - - - - - - y IIIIIIIIIHIIIIIIII IIIII I I I E JAMES ST tltIt, MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IF APPLICABLE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ACCORDING TO RCW 47.36.200 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC GENERAL NOTES: USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. 0.8-24 WAC 296-155-305 SECTION 9(C) osi0uTNONT1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CAUTION2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND W21-1701 DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(MANDATORY) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT NAN" PREPARED BY WASxIIWTON5P1f mNFlG CO NOl WM laCATION Pro'ect Chris Grose O9LJPERVI$OR SUPERVISOR �KROI'ECT LOCATION PH NE* a w oi...n- • ,WA 253-258-1419012PHONE NUMBER KENT PREPARED SHEET# EMAILj^ oA.L/22 IKENT.12 chris@trafficcontrolplan.net TABLE(1) SIGN SPACING=X MINIMUM LANE CLOSURE TAPER LENGTH L(1-0 C NNELIZATION DEVICE m12 SPACING(%eu -d Sd O.ph) TAN.LNTdj Tvpical Road Closure-Detour Route Provided P. SO ALS 11 111 IPH'-l"RTIALI:A ANT ONNAN I.E-- 11 MIH Cl- N E GEORGE ST (1)ALL NA.- 1 L1�1__111'.A_NA _,O ANO N� E TRAFFIC CONTROL PLAN AHEAD ONT111,= 11 11- TI III KENT,WA N 'N I W20-3 I w 1I1 fit S NOT TO-Ll �.2.2 *.2GT *.20-3-A 18'.24' ii 24"A 24 *.2.--2 <j��213-2A @ R3-2 30"x 24" SO".24- A POSTED Spei. tT11Rr-- 18".24' RM 1-1-11 18"x 24" D LIMIT t .''EAD�-E A R�5R UNAFFECTED t-42F, AN-�0-51- �213-1 1 t 2 KENT -E--STOP ........... Milli milli- 10. - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - -- - - - Mull EJAMESST IIIIIIIIIIIIIIIIIIIIIIIIIII AFFECTED TAPER L --*W20.1 F. f 4F.30. METRO STOP 4120-1 OR 24"x 24" SEE SHEET KENT.S& IKENTA S FOR TAILS R3-1 LON 620 rh.1 Ave N �W20-2 Mill Creek Middl.S,fi..l K-,WA 98032 ADOL.NOTES: Closure shall remain in place for duration GENERAL NOTES: LEGEND of work 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND WORK AREA No anticipated pedestrian impact DATES(MANDATORY). Mo 0-3 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ..... 28"REFL.CONE B!cycle lane not present OF CLOSURE:206-477-1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 41 SIGN LOCATION Parking lane not present CONDITIONS. ADVANCE - EXISTING TRAFFIC FLOW WARNING SIGNS S.ALL SIGNS MIN.43"x 43"UNLESS OTHERWISE SPECIFIED. SPACED G(X)o A I PER 6.CHANNELIZATI NiN DEVICES ARE 28"REFL.CONES(see TABLE SITE CONDITIONS. SEQUENTIAL ARROWBOARD (1)for spacing distances). rc REFER TO SIGN S CING GNARL 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/Olt DRIVEWAYS. TABLE(1) SIGN SPACING=X CHANNELIZATION DEVICE TRAFFIC CONTROL PLAN MINIMUM LANE CLOSURE TAPER LENGTH L(feet) SPACING feet KENT,WA $� IG- up. unE F-d speed(mph) TA- M Tvoical Road Closure-Detour Route ProvidedMI. 'iti �{I' m��" IN s lFag3 ''F 11ITp MPH -.lu AL A 8 t 5 i 111 NDT T55ULE 11111 sv clHc m " rn l 1 SpP1nCl1NI IA Ep IN 1-N ME45 III FIT W JAMES ST tJ r=nY — — III— — — — — — — III_ III — — — — — — a: — — — -- — — — — — — — •J — — - - - - -_ - - - _=- - - - - - II....... ., ... .. . . �.... TAPER=L _ I METRO STOP30"x 24" o UNAFFECTEDnrTOMpx ' rF JAMES ST W4-2R �_A-o W20-3 W2A2 JIA DETOUR SEESXEETKENT.158 h; vvt W20-1 uE W20-SL y KENT.I6FOR •,Z 1 z - M4-9R DETOUR DETAILS W 0.0A0 ADVANCEWARNINGSIGNS Dw W20-1 bgp SPACED 6(X)OR AS PER up W20-1 SITE CONDITIONS. Axve W20-3 REFER TO SIGN SPACING CHART. ADDL.NOTES: LEGEND Closure shall remain in place for duration GENERAL NOTES: WORK AREA of work 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. ..... 28"REFL.CONE No anticipated pedestrian impact 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND P P p DATES(MANDATORY). 44 SIGN LOCATION 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE Bicycle lane not present OF CLOSURE:206-477-1140(MANDATORY) f EXISTING TRAFFIC FLOW 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 0 Parking lane not present CONDITIONS. SEQUENTIAL ARROWBOARD S.ALL SIGNS MIN.43"x 43"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN DETOUR ROUTE KENT,WA N ° (Must 6e used with Sheet KENT.I3,KENT.148 KENT 15) w{ T a�t6 V� NOT TO SCALE LEGEND WORK AREA E GEORGE ST H SIGN LOCATION =Y E JAMES ST s G3 p a 64 0� CEDAR ST E. E PIONEER ST f z a \\ rc 30"•24" > a EB JAMES DETOUR Q M4-9L E SMITH ST 30".24" 30'i*24 30'i*24' EB JAMES EB JAMES EB JAMES EB JAMES DEtOUR DE OOR DE OOR DETOUR M4-9V M4-9V M4-9V M4-9V � 6 TRAFFIC CONTROL PLAN DETOUR ROUTE KENT,WA N 0 (Must 6e used with Sheet KENT.79,KENT.148 KENTTa) w{ T a�tE V� NOT TO SCALE E JAMES ST 2a^x ta^ Eno (optional) LQ _ DETOUR M4-8a E SMITH ST �- CENTER z w BARRIER g 3a•x za•• STARTS HERE c w EB JAMES � pUE<� DETOUR * 30'x 24' < ^�+a w M4-9V EETOUR F SMITH f ST M4-9V CENTER BARRIER ENDS HERE 30"x 24" EBJAMES WEILAND ST DETOUR W M4-9V y S 248 ST LEGEND H SIGN LOCATION 3�T'z 24 EB JAMES CONTINUATION LINE DETOUR 30 z 14 h1.1-9L EB JAMES DETOUR M 1-9L NEW WATERMAIN CONNECTION PROCEDURES 2023 Watermain Improvements/Almaroof A - 4 March 27, 2023 Project Number: 23-3002 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. 240'h 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. B1 vichzwd107/15103 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. B1 vichzwd107/15103 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. B1 vichzwd107/15103 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. B1 vichzwd107/15103 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 Meier Dischargelflushing Dechlorination Sampling Faucet i i Temporary Test Supply Hose Blocking ®Control Valve 1 \ I E1S' u 0 New Water Main UTTemporary Cap or Plug Approved Goss Connection Control Device and Meter Oischarge/flushing Dechlorination f Temporary Blocking ' Sampling faucet i I Control Valve 1 I ' New Water Main UTTemporary Cap or Plug P:SOPs\Water\9.3NewWatermainConneetionProeedures Approval Date L.R. Blot vtchzwd1O7/15103 Revision Date: Page 5 PREVAILING WAGE RATES 2023 Watermain Improvements/Almaroof A - 5 March 27, 2023 Project Number: 23-3002 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 04/11/2023 County_ Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $56.80 5D 1 H View King Boilermakers Journey Level $74.29 5N 1C View King Brick Mason Journey Level $66.32 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $66.32 7E 1 N View King Building Service Employees Janitor $28.23 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $28.68 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.18 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.18 5S 2F View King Cabinet Makers In Shop). Journey Level $22.74 1 View King Carpenters Acoustical Worker $71.53 15J 4C View King Carpenters Bridge, Dock And Wharf $71.53 15J 4C View Carpenters Kin Carpenters Floor Layer Et Floor Finisher $71.53 15J 4C View Kin Carpenters Journey Level $71.53 15J 4C View Kin Carpenters Scaffold Erector $71.53 15J 4C View Kin Cement Masons Application of all Composition $70.09 15J 4U View Mastic Kin Cement Masons Application of all Epoxy $69.59 15J 4U View Material Kin Cement Masons Application of all Plastic $70.09 15J 4U View Material Kin Cement Masons Application of Sealing $69.59 15J 4U View Compound King Cement Masons Application of Underlayment $70.09 15J 4U View King Cement Masons Building General $69.59 15J 4U View King Cement Masons Composition or Kalman Floors $70.09 15J 4U View King Cement Masons Concrete Paving $69.59 15J 4U View King Cement Masons Curb Et Gutter Machine $70.09 15J 4U View Kin Cement Masons Curb Et Gutter, Sidewalks $69.59 15J 4U View Kin Cement Masons Curing Concrete $69.59 15J 4U View Kin Cement Masons Finish Colored Concrete $70.09 15J 4U View King Cement Masons Floor Grinding $70.09 15J 4U View King Cement Masons Floor Grinding/Polisher $69.59 15J 4U View King Cement Masons Green Concrete Saw, self- $70.09 15J 4U View powered King Cement Masons Grouting of all Plates $69.59 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $69.59 15J 4U View King Cement Masons Gunite Nozzleman $70.09 15J 4U View King Cement Masons Hand Powered Grinder $70.09 15J 4U View King Cement Masons Journey Level $69.59 15J 4U View King Cement Masons Patching Concrete $69.59 15J 4U View King Cement Masons Pneumatic Power Tools $70.09 15J 4U View King Cement Masons Power Chipping Et Brushing $70.09 15J 4U View King Cement Masons Sand Blasting Architectural $70.09 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $70.09 15J 4U View King Cement Masons Spackling or Skim Coat $69.59 15J 4U View Concrete King Cement Masons Troweling Machine Operator $70.09 15J 4U View King Cement Masons Troweling Machine Operator on $70.09 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $70.09 15J 4U View King Divers Et Tenders Bell/Vehicle or Submersible $126.05 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $89.94 15J 4C View King Divers Et Tenders Diver $126.05 15J 4C 8V View King Divers Et Tenders Diver On Standby $84.94 15J 4C View King Divers Et Tenders Diver Tender $77.16 15J 4C View King Divers Et Tenders Hyperbaric Worker - $89.09 15J 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $94.09 15J 4C View Compressed Air Worker 30.01 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.09 15J 4C View Compressed Air Worker 44.01 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $103.09 15J 4C View Compressed Air Worker 54.01 - 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $105.59 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $110.59 15J 4C View Compressed Air Worker 64.01 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $112.59 15J 4C View Compressed Air Worker 68.01 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.59 15J 4C View Compressed Air Worker 70.01 72.00 PSI King Divers Et Tenders Hyperbaric Worker - $116.59 15J 4C View Compressed Air Worker 72.01 74.00 PSI King Divers Et Tenders Manifold Operator $77.16 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $82.16 15J 4C View King Divers Et Tenders Remote Operated Vehicle $77.16 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $71.98 15J 4C View Tender King Dredge Workers Assistant Engineer $76.56 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $75.97 5D 3F View King Dredge Workers Boatmen $76.56 5D 3F View King Dredge Workers Engineer Welder $78.03 5D 3F View King Dredge Workers Leverman, Hydraulic $79.59 5D 3F View King Dredge Workers Mates $76.56 5D 3F View King Dredge Workers Oiler $75.97 5D 3F View King mall Applicator Journey Level $71.53 15J 4C View King mall Tapers Journey Level $70.61 5P 1 E View King Electrical Fixture Maintenance Journey Level $37.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $102.90 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $110.61 7C 4E View King Electricians - Inside Certified Welder $99.38 7C 4E View King Electricians - Inside Certified Welder (tunnel) $106.75 7C 4E View King Electricians - Inside Construction Stock Person $49.28 7C 4E View King Electricians - Inside Journey Level $95.88 7C 4E View King Electricians - Inside Journey Level (tunnel) $102.90 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B View King Electricians - Powerline Cable Splicer $93.00 5A 4D View Construction King Electricians - Powerline Certified Line Welder $85.42 5A 4D View Construction King Electricians - Powerline Groundperson $55.27 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $85.42 5A 4D View Construction Operator King Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction King Electricians - Powerline Line Equipment Operator $73.35 5A 4D View Construction King Electricians - Powerline Meter Installer $55.27 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $85.42 5A 4D View Construction King Electricians - Powerline Powderperson $63.50 5A 4D View Construction King Electronic Technicians Journey Level $62.13 7E 1 E View King Elevator Constructors Mechanic $107.49 7D 4A View King Elevator Constructors Mechanic In Charge $116.13 7D 4A View King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1 R View Products Work Only King Fence Erectors Fence Erector $48.14 15J 4V 8Y View King Fence Erectors Fence Laborer $48.14 15J 4V 8Y View King Flaggers Journey Level $48.14 15J 4V 8Y View King Glaziers Journey Level $75.91 7L 1y View King Heat Et Frost Insulators And Journey Level $84.84 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $94.11 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $59.85 15J 4V 8Y View King Industrial Power Vacuum Journey Level $15.74 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, Foamer $31.49 1 View Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $15.74 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $71.53 15J 4C View King Ironworkers Journeyman $83.79 7N 10 View King Laborers Air, Gas Or Electric Vibrating $56.80 15J 4V 8Y View Screed King Laborers Airtrac Drill Operator $58.56 15J 4V 8Y View King Laborers Ballast Regular Machine $56.80 15J 4V 8Y View King Laborers Batch Weighman $48.14 15J 4V 8Y View King Laborers Brick Pavers $56.80 15J 4V 8Y View King Laborers Brush Cutter $56.80 15J 4V 8Y View King Laborers Brush Hog Feeder $56.80 15J 4V 8Y View King Laborers Burner $56.80 15J 4V 8Y View King Laborers Caisson Worker $58.56 15J 4V 8Y View King Laborers Carpenter Tender $56.80 15J 4V 8Y View King Laborers Cement Dumper-paving $57.84 15J 4V 8Y View King Laborers Cement Finisher Tender $56.80 15J 4V 8Y View King Laborers Change House Or Dry Shack $56.80 15J 4V 8Y View King Laborers Chipping Gun (30 Lbs. And $57.84 15J 4V 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $56.80 15J 4V 8Y View King Laborers Choker Setter $56.80 15J 4V 8Y View King Laborers Chuck Tender $56.80 15J 4V 8Y View King Laborers Clary Power Spreader $57.84 15J 4V 8Y View King Laborers Clean-up Laborer $56.80 15J 4V 8Y View King Laborers Concrete Dumper/Chute $57.84 15J 4V 8Y View Operator King Laborers Concrete Form Stripper $56.80 15J 4V 8Y View King Laborers Concrete Placement Crew $57.84 15J 4V 8Y View King Laborers Concrete Saw Operator/Core $57.84 15J 4V 8Y View Driller King Laborers Crusher Feeder $48.14 15J 4V 8Y View King Laborers Curing Laborer $56.80 15J 4V 8Y View King Laborers Demolition: Wrecking Et Moving $56.80 15J 4V 8Y View (Incl. Charred Material) King Laborers Ditch Digger $56.80 15J 4V 8Y View King Laborers Diver $58.56 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, $57.84 15J 4V 8Y View Diamond) King Laborers Dry Stack Walls $56.80 15J 4V 8Y View King Laborers Dump Person $56.80 15J 4V 8Y View King Laborers Epoxy Technician $56.80 15J 4V 8Y View King Laborers Erosion Control Worker $56.80 15J 4V 8Y View King Laborers Faller Et Bucker Chain Saw $57.84 15J 4V 8Y View King Laborers Fine Graders $56.80 15J 4V 8Y View King Laborers Firewatch $48.14 15J 4V 8Y View King Laborers Form Setter $57.84 15J 4V 8Y View King Laborers Gabian Basket Builders $56.80 15J 4V 8Y View King Laborers General Laborer $56.80 15J 4V 8Y View King Laborers Grade Checker Et Transit Person $59.85 15J 4V 8Y View King Laborers Grinders $56.80 15J 4V 8Y View King Laborers Grout Machine Tender $56.80 15J 4V 8Y View King Laborers Groutmen (Pressure) Including $57.84 15J 4V 8Y View Post Tension Beams King Laborers Guardrail Erector $56.80 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level $58.56 15J 4V 8Y View A) King Laborers Hazardous Waste Worker (Level $57.84 15J 4V 8Y View B) King Laborers Hazardous Waste Worker (Level $56.80 15J 4V 8Y View C) King Laborers High Scaler $58.56 15J 4V 8Y View King Laborers Jackhammer $57.84 15J 4V 8Y View King Laborers Laserbeam Operator $57.84 15J 4V 8Y View King Laborers Maintenance Person $56.80 15J 4V 8Y View King Laborers Manhole Builder-Mudman $57.84 15J 4V 8Y View King Laborers Material Yard Person $56.80 15J 4V 8Y View King Laborers Mold Abatement Worker $56.80 15J 4V 8Y View King Laborers Motorman-Dinky Locomotive $59.95 15J 4V 8Y View King Laborers nozzleman (concrete pump, $59.85 15J 4V 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 $57.84 15J 4V 8Y View King Laborers Pilot Car $48.14 15J 4V 8Y View King Laborers Pipe Layer (Lead) $59.85 15J 4V 8Y View King Laborers Pipe Layer/Tailor $57.84 15J 4V 8Y View King Laborers Pipe Pot Tender $57.84 15J 4V 8Y View King Laborers Pipe Reliner $57.84 15J 4V 8Y View King Laborers Pipe Wrapper $57.84 15J 4V 8Y View King Laborers Pot Tender $56.80 15J 4V 8Y View King Laborers Powderman $58.56 15J 4V 8Y View King Laborers Powderman's Helper $56.80 15J 4V 8Y View King Laborers Power Jacks $57.84 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $57.84 15J 4V 8Y View King Laborers Raker -Asphalt $59.85 15J 4V 8Y View King Laborers Re-timberman $58.56 15J 4V 8Y View King Laborers Remote Equipment Operator $57.84 15J 4V 8Y View King Laborers Rigger/Signal Person $57.84 15J 4V 8Y View King Laborers Rip Rap Person $56.80 15J 4V 8Y View King Laborers Rivet Buster $57.84 15J 4V 8Y View King Laborers Rodder $57.84 15J 4V 8Y View King Laborers Scaffold Erector $56.80 15J 4V 8Y View King Laborers Scale Person $56.80 15J 4V 8Y View King Laborers Sloper (Over 20") $57.84 15J 4V 8Y View King Laborers Sloper Sprayer $56.80 15J 4V 8Y View King Laborers Spreader (Concrete) $57.84 15J 4V 8Y View King Laborers Stake Hopper $56.80 15J 4V 8Y View King Laborers Stock Piler $56.80 15J 4V 8Y View King Laborers Swinging Stage/Boatswain $48.14 15J 4V 8Y View Chair King Laborers Tamper Et Similar Electric, Air $57.84 15J 4V 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $57.84 15J 4V 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $57.84 151 4V 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $56.80 15J 4V 8Y View King Laborers Topper $56.80 15J 4V 8Y View King Laborers Track Laborer $56.80 15J 4V 8Y View King Laborers Track Liner (Power) $57.84 15J 4V 8Y View King Laborers Traffic Control Laborer $51.48 15J 4V 9C View King Laborers Traffic Control Supervisor $54.55 15J 4V 9C View King Laborers Truck Spotter $56.80 15J 4V 8Y View King Laborers Tugger Operator $57.84 15J 4V 8Y View King Laborers Tunnel Work-Compressed Air $158.87 15J 4V 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $163.90 15J 4V 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $167.58 15J 4V 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $173.28 15J 4V 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $175.40 15J 4V 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $180.50 15J 4V 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $182.40 15J 4V 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $184.40 15J 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $186.40 15J 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $59.95 15J 4V 8Y View Tender King Laborers Tunnel Work-Miner $59.95 15J 4V 8Y View King Laborers Vibrator $57.84 15J 4V 8Y View King Laborers Vinyl Seamer $56.80 15J 4V 8Y View King Laborers Watchman $43.76 15J 4V 8Y View King Laborers Welder $57.84 15J 4V 8Y View King Laborers Well Point Laborer $57.84 15J 4V 8Y View King Laborers Window Washer/Cleaner $43.76 15J 4V 8Y View King Laborers - Underground Sewer General Laborer Et Topman $56.80 15J 4V 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $57.84 15J 4V 8Y View Et Water King Landscape Construction Landscape $43.76 15J 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $78.80 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $71.53 15J 4C View King Marble Setters Journey Level $66.32 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 11E View King Millwright Journey Level $73.08 15J 4C View King Modular Buildings Cabinet Assembly $15.74 1 View King Modular Buildings Electrician $15.74 1 View King Modular Buildings Equipment Maintenance $15.74 1 View King Modular Buildings Plumber $15.74 1 View King Modular Buildings Production Worker $15.74 1 View King Modular Buildings Tool Maintenance $15.74 1 View King Modular Buildings Utility Person $15.74 1 View King Modular Buildings Welder $15.74 1 View King Painters Journey Level $49.46 6Z 11J View King Pile Driver Crew Tender $77.16 15J 4C View King Pile Driver Journey Level $71.98 15J 4C View King Plasterers Journey Level $67.49 7Q 1 R View King Plasterers Nozzleman $71.49 7Q 1 R View King Playground Et Park Equipment Journey Level $15.74 1 View Installers King Plumbers Et Pipefitters Journey Level $96.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $80.12 15J 11G 8X View King Power Equipment Operators Assistant Engineer $75.35 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $79.41 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $79.41 15J 11G 8X View King Power Equipment Operators Boat Operator $80.33 7A 11 H 8X View King Power Equipment Operators Bobcat $75.35 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $75.35 15J 11G 8X View Equipment King Power Equipment Operators Brooms $75.35 15J 11G 8X View King Power Equipment Operators Bump Cutter $79.41 15J 11G 8X View King Power Equipment Operators Cableways $80.12 15J 11G 8X View King Power Equipment Operators Chipper $79.41 15J 11G 8X View King Power Equipment Operators Compressor $75.35 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $75.35 15J 11G 8X View Laser Screed _ King Power Equipment Operators Concrete Pump - Mounted Or $78.80 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $80.12 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $79.41 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $78.80 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $82.76 7A 11 H 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $81.12 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $79.62 7A 11 H 8X View tons with attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $82.76 7A 11 H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $80.33 7A 11 H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $81.97 7A 11 H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $79.00 7A 11 H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $79.41 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $79.41 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $80.12 15J 11G 8X View King Power Equipment Operators Dozers D 9 Et Under $78.80 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $80.92 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: $75.35 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $79.41 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $78.80 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $79.41 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $75.35 15J 11G 8X View King Power Equipment Operators Guardrail Punch $79.41 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $80.12 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $79.41 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $78.80 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $79.41 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $79.00 7A 11 H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $75.55 7A 11 H 8X View tons and under King Power Equipment Operators Leverman $81.75 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $79.41 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $79.41 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $78.80 15J 11G 8X View King Power Equipment Operators Locomotives, All $79.41 15J 11G 8X View King Power Equipment Operators Material Transfer Device $79.41 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $80.92 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $80.12 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $75.35 15J 11G 8X View Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $78.80 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type Crane: $79.62 7A 11 H 8X View 20 tons through 44 tons King Power Equipment Operators Overhead, bridge type: 100 $81.12 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $75.35 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $79.41 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $75.35 15J 11G 8X View King Power Equipment Operators Power Plant $75.35 15J 11G 8X View King Power Equipment Operators Pumps - Water $75.35 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $80.12 15J 11G 8X View King Power Equipment Operators Quick Tower: no cab, under $79.41 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $80.12 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $75.55 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $79.00 7A 11 H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $80.12 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $75.35 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $79.41 15J 11G 8X View King Power Equipment Operators Saws - Concrete $78.80 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $79.41 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Yards And Over King Power Equipment Operators Service Engineers: Equipment $78.80 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $75.35 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $80.12 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $80.12 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $79.41 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $78.80 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through $81.97 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $81.12 7A 11 H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $82.76 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $80.12 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $78.80 15J 11G 8X View King Power Equipment Operators Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View tons and over King Power Equipment Operators Truck crane oiler/driver: under $79.00 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $79.41 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $80.12 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $75.35 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $79.41 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $80.33 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $75.35 15J 11G 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $75.35 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $78.80 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $80.12 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $79.41 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $82.76 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $81.12 7A 11 H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $82.76 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 $80.33 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 $81.97 7A 11 H 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $79.00 7A 11 H 8X View Underground Sewer Et Water attachments, a-frame over 10 tons _ King Power Equipment Operators- Crusher $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $79.41 15J 11G 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $80.92 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man-lift: $75.35 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $79.41 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $78.80 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $79.41 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $80.12 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $79.41 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $78.80 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $79.41 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $75.55 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $79.00 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $81.75 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $79.41 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $80.92 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) King Power Equipment Operators- Motor Patrol Graders $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $75.35 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $78.80 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $79.62 7A 11 H 8X View Underground Sewer Et Water 20 tons through 44 tons King Power Equipment Operators- Overhead, bridge type: 100 $81.12 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $79.41 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $79.41 15J 11G 8X View Underground Sewer Et Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $80.12 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $75.55 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $79.00 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $79.41 15J 11G 8X View Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons ' King Power Equipment Operators- Slipform Pavers $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $80.12 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $81.97 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 $81.12 7A 11 H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $82.76 7A 11 H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $80.12 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $79.00 7A 11 H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers 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 $92.51 6Z 1G View Mechanics King Residential Brick Mason Journey Level $66.32 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 $71.53 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 $96.69 6Z 1G View Pipefitters _ King Residential Refrigeration Et Air Journey Level $92.51 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Journey Level $94.11 7F 1 E View Workers King Residential Soft Floor Lavers Journey Level $55.76 5A 3J View King Residential Sprinkler Fitters Journey Level $58.26 5C 2R View .(Fire Protection). King Residential Stone Masons Journey Level $66.32 7E 1 N View King Residential Terrazzo Workers Journey Level $60.36 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 $60.95 5A 3H View King Roofers Using Irritable Bituminous $63.95 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $94.11 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane $41.83 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating $41.83 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Pipefitter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction $41.83 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $41.83 7V 1 View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $50.35 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Carpenter $50.95 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 $50.42 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $50.35 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $55.78 0 1 View ,(Electrical) King Sign Makers Et Installers (Non- Journey Level $35.73 0 1 View Electrical) King Soft Floor Lavers Journey Level $62.39 15J 4C View King Solar Controls For Windows Journey Level $15.74 1 View King Sprinkler Fitters (Fire Journey Level $92.49 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $15.74 1 View Structural), King Stone Masons Journey Level $66.32 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $79.00 7A 11 H 8X View Surveyor King Surveyors Chainman $75.55 7A 11 H 8X View King Surveyors Construction Site Surveyor $80.33 7A 11 H 8X View King Surveyors Drone Operator (when used in $75.55 7A 11 H 8X View conjunction with survey work only) King Surveyors Ground Penetrating Radar $75.55 7A 11 H 8X View Operator King Telecommunication Technicians Journey Level $62.13 7E 1 E jie:w:�J King Telephone Line Construction - Cable Splicer $39.15 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.29 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $32.72 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $37.00 5A 2B View Outside King Terrazzo Workers Journey Level $60.36 7E 1 N View King Tile Setters Journey Level $60.36 7E 1 N View King Tile, Marble Et Terrazzo Finisher $51.19 7E 1 N View Finishers King Traffic Control Stripers Journey Level $51.90 7A 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $72.45 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $71.61 15J 11M 8L View King Truck Drivers Dump Truck $71.61 15J 11M 8L View King Truck Drivers Dump Truck Et Trailer $72.45 15J 11M 8L View King Truck Drivers Other Trucks $72.45 15J 11M 8L View King Truck Drivers - Ready Mix Transit Mix $72.45 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 $15.74 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid 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 3/3/2023 thru 8/30/2023 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. 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 3/3/2023 thru 8/30/2023 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. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 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 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage C. On Monday through Friday, the first four(4)hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week, and Saturday shall be paid at one and one half(1%)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 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. 1 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. 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. 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 day's 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). 5of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 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 %z)the straight time rate. In the event the job is down due to weather conditions,then Saturday may,be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve(12)hours per day shall be paid at double(2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8)hours. 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 3/3/2023 thru 8/30/2023 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 3/3/2023 thru 8/30/2023 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 any time worked on Saturday over 10 hours. 8of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays:New Year's Day,Presidents' Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 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 3/3/2023 thru 8/30/2023 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 3/3/2023 thru 8/30/2023 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 3/3/2023 thru 8/30/2023 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,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. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. 12 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 8. 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. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures(such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'.Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters.The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 13 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)—130'to 199'—$0.50 per hour over their classification rate. (B)—200' to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75,Level C: $0.50,And Level D: $0.25. 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. 14 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 9. H. One(1)person crew shall consist of a Party Chief. (Total Station or similar one(1)person survey system). Two(2) person survey parry shall consist of a least a Parry Chief and a Chain Person.Three(3)person survey party shall consist of at least a Parry Chief,an Instrument Person,and a Chain Person. 15 of 15