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HomeMy WebLinkAboutEllison Earthworks - North 20th Ave Pedestrian Hybrid Beacon (HLA Project No. 21102) (Project No. 21-293) CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON HLA PROJECT NO. 21102 CITY OF PASCO PROJECT NO. 21-293 OCTOBER 2021 CITY OF PASCO FRANKLIN COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON HLA PROJECT NO. 21102 CITY OF PASCO PROJECT NO. 21-293 TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS ............................................................................................ 1-1 INVITATION TO BID .............................................................................................................................. 1-2 SECTION 2 - INFORMATION FOR BIDDERS .......................................................................................... 2-1 INFORMATION FOR BIDDERS ............................................................................................................ 2-2 SECTION 3 - BID PACKAGE..................................................................................................................... 3-1 BIDDER'S CHECKLIST ......................................................................................................................... 3-2 BID PROPOSAL .................................................................................................................................... 3-3 UNIT PRICE BID PROPOSAL .............................................................................................................. 3-4 BID PROPOSAL SIGNATURE PAGE ................................................................................................... 3-5 BID DEPOSIT ........................................................................................................................................ 3-6 BID BOND ............................................................................................................................................. 3-6 NON-COLLUSION AFFIDAVIT ............................................................................................................. 3-7 SURETY ................................................................................................................................................ 3-8 LIST OF REFERENCES........................................................................................................................ 3-9 CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES ..................................... 3-10 SUPPLEMENTAL BIDDER RESPONSIBILITY CRITERIA STATEMENT .......................................... 3-11 SECTION 4 - CONTRACT AND RELATED MATERIALS ......................................................................... 4-1 CONTRACT ........................................................................................................................................... 4-2 CERTIFICATIONS ................................................................................................................................. 4-3 CONTRACT BOND ............................................................................................................................... 4-4 SCHEDULE OF WORKING HOURS .................................................................................................... 4-6 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS .................................................. 5-1 PREVAILING WAGE RATES ................................................................................................................ 5-2 DLI (FRANKLIN COUNTY) EFFECTIVE 10/26/2021 ............................................................................ 5-3 BENEFIT CODE KEY EFFECTIVE 09/01/2021 .................................................................................... 5-3 DLI SUPPLEMENTAL TO WAGE RATES EFFECTIVE 09/01/2021 .................................................... 5-3 SECTION 6 - TECHNICAL SPECIFICATIONS ......................................................................................... 6-1 TABLE OF CONTENTS ......................................................................................................................... 6-2 SPECIAL PROVISIONS ........................................................................................................................ 6-3 APPENDIX A – WSDOT STANDARD PLANS G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 1-1 SECTION 1 - ADVERTISEMENT FOR BIDS G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 1-2 INVITATION TO BID NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON HLA Project # 21102 City of Pasco Project No. 21-293 The City of Pasco, Washington is inviting and requesting bid proposals for the NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON project. This project involves construction of a pedestrian hybrid beacon (PHB) on North 20th Avenue in the vicinity of Columbia Basin College to improve pedestrian safety. This contract has fifteen (15) working days to complete the work. Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room, beginning Friday, October 8, 2021. Bidders may obtain digital files at no cost. Printed documents are available, at bidders’ expense, by choosing the “Order” option. In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is providing an option to submit bids for the project through an online bidding process. The bidding may be done through City of Pasco’s Plan Room secure n etwork/platform: https://www.cityofpascoplanroom.com/jobs/public. Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to the hour of 2:00 p.m. on Tuesday, October 26, 2021. The Contractor will not be charged a fee to submit a bid. Bids will be publicly opened and read aloud , in the council at the subsequent time of 2:00 p.m. on Tuesday, October 26, 2021. Additionally, the City will hold the Bid Opening via Microsoft Teams. The link can be found under the project at www.cityofpascoplanroom.com/jobs/public OR, via telephone, United States +1 (323) 676-6197, Phone Conference ID: 494-106-016#. All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check or Bid Bond in the amount of not less than 5 percent (5%) of the total bid. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan Holders list. Upon award, Contractor (and subcontractors) shall have a current City of Pasco Business Licens e. Technical questions regarding the scope of this project should be put in writing up until 72 -hours prior to bid opening and directed to Ben Annen, HLA Engineering & Land Surveying, Inc., 2803 River Road, Yakima, WA 98902, Email: bannen@hlacivil.com. The City of Pasco, 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 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. Projects funded wholly or in part by Federal appropriations must comply with Code of Federal Regulations; 24 CFR 570.502, 24 CFR 85.36, 2 CFR 200. All federally -funded projects will be held to federal Equal Employment Opportunity (EEO) requirements. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority, and women-owned businesses are encouraged to submit bids. The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the Americans with D isabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This material can be made available in an alternate format by e-mailing Dustin Wittman at wittmand@pasco- wa.gov or calling (509) 545-3447. G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 1-3 The City reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. DATED: October 6, 2021 PUBLISH: October 8, 2021 October 15, 2021 ________________________________________ Maria L. Serra, P.E. – CIP Manager G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 2-1 SECTION 2 - INFORMATION FOR BIDDERS G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 2-2 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2021 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as “Standard Specifications,” hereby references are made a part of this contract as amended by the WSDOT and the APWA general special provisions as indicated and supplemented by the “Special Provisions.” Copies of the Standard Specifications are a vailable for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA. 98504-7408 Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2021 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters, which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Docu ments must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code (PMC) Chapter 14.15 'Qualification for Public Works Construction' as well as meet the mandatory bidder responsibility criteria in RCW 39.04.350(1). The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.15, who has not met the mandatory bidder responsibility criteria from RCW 39.04.350(1), or who has not downloaded the Bid Documents from www.cityofpascoplanroom.com. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekl y. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders in accordance with PMC 14.15 (Sec. 1-02.1). The City of Pasco will conduct the bidding of this project through an online bidding process. The bidding will be done through a Plan Center Service, via www.cityofpascoplanroom.com/jobs/public, a secure online bidding platform. Bids shall be electronically submitted via the City of Pasco’s secure Plan Room. G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 2-3 Any questions regarding bidding assistance or access/functionality shall be directed to Dustin Wittman at the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov. The proposal forms to be completed for the bid package include: • Bid Proposal • Unit Price Bid Proposal • Bid Proposal Signature Page • Bid Deposit OR Bid Bond • Non-Collusion Affidavit • Surety • List of References • Certification of Compliance with Wage Payment Statutes, • Supplemental Bidder Responsibility Criteria Statement All bid prices shall be completed either in ink or be typewritten and shall contain the appropriate amounts in figures (Sec. 1-02.6). For electronic bidders, a scanned copy of these completed proposal forms (Bid Package) shall be uploaded as part of the Bid via City of Pasco’s Plan Room. It is the Bidder’s responsibility to verify that the information entered in the Bid Proposal accurately reflects the Contractor’s Bid. Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasco City Hall prior to the Bid submittal deadline. Per the following instructions: A. A Bid Bond for this project shall be submitted in a sealed envelope, either in person or mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bonds will be accepted up until the hour of 2:00 p.m. on Tuesday, October 26, 2021. The sealed envelope must reference the project. B. If the Bidder is dropping off their Bid Bond in person, they shall drop off their bid at the City Clerk’s Office, located on the First Floor of Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301. C. Do not submit your Bid Proposal in a sealed Bid Bond envelope unless you are delivering a full hard copy bid package. The Online/Electronic Bidding for this project shall be completed at www.cityofpascoplanroom.com. The City will open the Bid Bond alongside Bids at the time of bid opening. Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or money order made payable to the ‘City of Pasco’ in the amount of equal to at least five percent (5%) o f the total amount of the bid. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid opening. For Online Bidding, failure to submit a completed scanned copy of the proposal forms and/or delivery of the originally signed required bid documents may be cause for rejection of the bid. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1- 02.9). No bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from www.cityofpascoplanroom.com. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 2-4 to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre-Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsive, responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids. • Republish the invitation for bids. PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub-contractors must follow the State’s Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub-contractors have not submitted the approved Intent form; nor may not release retainage until the Contractor and all sub-contractors have submitted the approved Affidavit forms. The City requests that certified payroll for the Contractor and all sub -contractors be provided on a weekly basis. BID OPENING PROCEDURE Bids received prior to the bid submission deadline through the City of Pasco Plan Room be publicly opened and read aloud shortly after the 2:00pm deadline, in the Pasco City Council Chambers, located on the first floor of Pasco City Hall. Additionally, the Bid Opening will be available via a public webinar option. To join the public webinar, please join the webinar meeting from your computer, tablet or smartphone using the information belo w: Microsoft Teams meeting Join on your computer or mobile app Click here to join the meeting Or call in (audio only) +1 323-676-6197,,494106016# United States, Los Angeles Phone Conference ID: 494 106 016# Find a local number | Reset PIN Learn More | Meeting options Attendees will be given an opportunity to ask questions towards the end of the bid opening, whether they are attending in-person or via the public webinar. BID SCHEDULES The proposal contains two bid schedules. The determination of the low bid is based on the total of Schedule A. If Additive Schedule B is considered for award, it will be added to Schedule A, and the lowest bidder will be determined based on the total of all schedules. G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 3-1 SECTION 3 - BID PACKAGE G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 3-2 BIDDER'S CHECKLIST All forms listed below must be fully executed and submitted with the Bid: 1) BID PROPOSAL 2) UNIT PRICE BID PROPOSAL 3) BID DEPOSIT or BID BOND BID DEPOSIT - Sign the Bid Deposit in the space provided if the bid is accompanied by a certified check or cashier’s check in the amount of not less than 5% of the total amount bid. OR BID BOND - Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasc o City Hall prior to the Bid submittal deadline. This form is to be executed by the bidder and Surety Company. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. Provide Power of Attorney for Surety's agent. 4) NON-COLLUSION AFFIDAVIT - Must be subscribed and sworn to before a Notary Public. 5) SURETY 6) LIST OF REFERENCES 7) CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES The following form must be fully executed and shall be submitted in a sealed envelope, either in person or mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301 by 12:00 P.M. (noon) of the second day following the bid submittal deadline. 1) SUPPLEMENTAL BIDDER RESPONSIBILITY CRITERIA STATEMENT - Provide supporting documentation as required. The following forms are to be executed and/or submitted for approval to the Engineer after the Contract is awarded: 1) CONTRACT - To be executed by the successful bidder and the City of Pasco. 2) CERTIFICATIONS 3) CONTRACT BOND - To be executed by the successful bidder and his Surety Company. Provide Power of Attorney. 4) SCHEDULE OF WORKING HOURS 5) CERTIFICATE OF PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE must be provided by the successful bidder in accordance with the provisions of the Standard Specifications and Technical Specifications. 6) STATEMENT OF INTENT TO PAY PREVAILING WAGES to be completed by successful bidder and by any and all subcontractors. G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 4-1 SECTION 4 - CONTRACT AND RELATED MATERIALS G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 5-1 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 5-2 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Washington State Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the Contractor and each subcontractor a copy of the “Statement of Intent to Pay Prevailing Wages” approved by the Washington State Department of Labor and Industries. Prior to acceptance of the project, the Contracting Agency must receive from the Contractor and each subcontractor a copy of “Affidavit of Wages Paid” and, in addition, from the prime contractor a copy of “Release for the Protection of Property Owners and General Contractor,” all approved by the Washington State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The Contractor and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Indus tries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Payment by the Contractor and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. Pursuant to RCW 39.12.120, a contractor, subcontractor, or employer shall file a copy of its certified payroll records using the Washington State Department of Labor and Industries (L&I) online system at least once per month. If the L&I online system is not used, a contractor, subcontractor, or employer shall file a copy of its certified payroll records directly with L&I in a format approved by L&I at least once per month. A contractor, subcontractor, or employer's noncompliance with this reporting constitutes a violation of RCW 39.12.050. Submission of certified payrolls to the Engineer is not required during the project, unless specifically requested by the Engineer or Owner. Certified payrolls submitted to the Engineer or Owner without a request will not be reviewed and will be returned to the Contractor. Contractors must keep accurate payroll records for three years following the date of acceptance of th e project by the Contracting Agency. Payroll records must show the name, address, Social Security number, trade or occupation, straight time rate, hourly rate of usual benefits and overtime hours worked each day and week, including agreements to work up to 10-hour days, and the actual rate of wages. Upon receiving a written request by any interested party, the Contractor must, within ten days, submit Certified Payroll records to the Contracting Agency and the Department of Labor. 10/7/21, 9:34 AM about:blank about:blank 1/19 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 10/26/2021 County Trade Job Classification Wage Holiday Overtime Note *Risk Class Franklin Asbestos Abatement Workers Journey Level $44.04 5D 1H View Franklin Boilermakers Journey Level $70.79 5N 1C View Franklin Brick Mason Journey Level $53.34 5A 1M View Franklin Building Service Employees Janitor $13.69  1 View Franklin Building Service Employees Shampooer $13.69  1 View Franklin Building Service Employees Waxer $13.69  1 View Franklin Building Service Employees Window Cleaner $13.69  1 View Franklin Cabinet Makers (In Shop)Journey Level $13.69  1 View Franklin Carpenters Acoustical Worker $51.25 7E 4X 8N View Franklin Carpenters Bridge, Dock & Wharf Carpenter $52.25 7E 4X 8N View Franklin Carpenters Floor Layer & Floor Finisher $51.25 7E 4X 8N View Franklin Carpenters Form Builder $51.25 7E 4X 8N View Franklin Carpenters General Carpenter $51.25 7E 4X 8N View Franklin Carpenters Heavy Construction Carpenter $56.71 7E 4X 9E View Franklin Carpenters Scaffold/Shoring Erecting & Dismantling $56.71 7E 4X 8N View Franklin Cement Masons Journey Level $46.83 7B 1N View Franklin Divers & Tenders Assistant Tender $59.01 7E 4X View Franklin Divers & Tenders Dive Supervisors $109.30 7E 4X View Franklin Divers & Tenders Diver $107.80 7E 4X 8V View Franklin Divers & Tenders Diver on Standby $62.82 7E 4X View Franklin Divers & Tenders Diver Tender $61.82 7E 4X View Franklin Divers & Tenders Diving Master $73.32 7E 4X View Franklin Divers & Tenders Manifold Operator $61.82 7E 4X View Franklin Divers & Tenders Manifold Operator Mixed Gas $65.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Operator $61.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Tender/Technician $59.01 7E 4X View Franklin Divers & Tenders Surface RCV & ROV Operator $61.82 7E 4X View 10/7/21, 9:34 AM about:blank about:blank 2/19 Franklin Dredge Workers Assistant Engineer $73.62 5D 3F View Franklin Dredge Workers Assistant Mate (Deckhand)$73.05 5D 3F View Franklin Dredge Workers Boatmen $73.62 5D 3F View Franklin Dredge Workers Engineer Welder $75.03 5D 3F View Franklin Dredge Workers Leverman, Hydraulic $76.53 5D 3F View Franklin Dredge Workers Mates $73.62 5D 3F View Franklin Dredge Workers Oiler $73.05 5D 3F View Franklin Drywall Applicator Journey Level $51.25 7E 4X 8N View Franklin Drywall Tapers Journey Level $46.18 7E 1P View Franklin Electrical Fixture Maintenance Workers Journey Level $13.69  1 View Franklin Electricians - Inside Cable Splicer $76.01 5A 1E View Franklin Electricians - Inside Journey Level $73.42 5A 1E View Franklin Electricians - Inside Welder $78.60 5A 1E View Franklin Electricians - Motor Shop Craftsman $15.37  1 View Franklin Electricians - Motor Shop Journey Level $14.69  1 View Franklin Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View Franklin Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View Franklin Electricians - Powerline Construction Groundperson $49.17 5A 4D View Franklin Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View Franklin Electricians - Powerline Construction Journey Level Lineperson $75.64 5A 4D View Franklin Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View Franklin Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View Franklin Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View Franklin Electricians - Powerline Construction Powderperson $56.49 5A 4D View Franklin Electronic Technicians Journey Level $46.20 5I 1B View Franklin Elevator Constructors Mechanic $100.51 7D 4A View Franklin Elevator Constructors Mechanic In Charge $108.53 7D 4A View Franklin Fabricated Precast Concrete Products Journey Level $13.69  1 View Franklin Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $13.69  1 View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Flaggers Journey Level $41.94 7B 1M 8Z View Franklin Glaziers Journey Level $35.56 7L 4L View Franklin Heat & Frost Insulators And Asbestos Workers Journey Level $55.24 5K 1U View Franklin Heating Equipment Mechanics Journey Level $68.81 5A 1X View Franklin Hod Carriers & Mason Tenders Journey Level $44.89 7B 1M 8Z View Franklin Industrial Power Vacuum Journey Level $13.69  1 View 10/7/21, 9:34 AM about:blank about:blank 3/19 Cleaner Franklin Inland Boatmen Journey Level $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $13.69  1 View Franklin Insulation Applicators Journey Level $51.25 7E 4X 8N View Franklin Ironworkers Journeyman $65.91 7N 1O View Franklin Laborers Air And Hydraulic Track Drill $44.58 7B 1M 8Z View Franklin Laborers Asphalt Raker $44.58 7B 1M 8Z View Franklin Laborers Asphalt Roller, Walking $44.31 7B 1M 8Z View Franklin Laborers Brick Pavers $44.04 7B 1M 8Z View Franklin Laborers Brush Hog Feeder $44.04 7B 1M 8Z View Franklin Laborers Brush Machine $44.58 7B 1M 8Z View Franklin Laborers Caisson Worker, Free AIr $44.58 7B 1M 8Z View Franklin Laborers Carpenter Tender $44.04 7B 1M 8Z View Franklin Laborers Cement Finisher Tender $44.31 7B 1M 8Z View Franklin Laborers Cement Handler $44.04 7B 1M 8Z View Franklin Laborers Chain Saw Operator & Faller $44.58 7B 1M 8Z View Franklin Laborers Clean-up Laborer $44.04 7B 1M 8Z View Franklin Laborers Compaction Equipment $44.31 7B 1M 8Z View Franklin Laborers Concrete Crewman $44.04 7B 1M 8Z View Franklin Laborers Concrete Saw, Walking $44.31 7B 1M 8Z View Franklin Laborers Concrete Signalman $44.04 7B 1M 8Z View Franklin Laborers Concrete Stack $44.58 7B 1M 8Z View Franklin Laborers Confined Space Attendant $44.04 7B 1M 8Z View Franklin Laborers Crusher Feeder $44.04 7B 1M 8Z View Franklin Laborers Demolition $44.04 7B 1M 8Z View Franklin Laborers Demolition Torch $44.31 7B 1M 8Z View Franklin Laborers Dope Pot Fireman, Non- mechanical $44.31 7B 1M 8Z View Franklin Laborers Driller Helper (when Required To Move & Position Machine) $44.31 7B 1M 8Z View Franklin Laborers Drills With Dual Masts $44.86 7B 1M 8Z View Franklin Laborers Dry Stack Walls $44.04 7B 1M 8Z View Franklin Laborers Dumpman $44.04 7B 1M 8Z View Franklin Laborers Erosion Control Laborer $44.04 7B 1M 8Z View Franklin Laborers Final Detail Cleanup (i.e, Dusting, Vacuuming, Window $41.94 7B 1M 8Z View 10/7/21, 9:34 AM about:blank about:blank 4/19 Cleaning; Not Construction Debris Cleanup) Franklin Laborers Firewatch $44.04 7B 1M 8Z View Franklin Laborers Form Cleaning Machine Feeder, Stacker $44.04 7B 1M 8Z View Franklin Laborers Form Setter, Paving $44.31 7B 1M 8Z View Franklin Laborers General Laborer $44.04 7B 1M 8Z View Franklin Laborers Grade Checker $46.57 7B 1M 8Z View Franklin Laborers Grout Machine Header Tender $44.04 7B 1M 8Z View Franklin Laborers Guard Rail $44.04 7B 1M 8Z View Franklin Laborers Gunite $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level A) $44.86 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level B) $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level C) $44.31 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level D) $44.04 7B 1M 8Z View Franklin Laborers Hdpe Or Similar Liner Installer $44.04 7B 1M 8Z View Franklin Laborers High Scaler $44.58 7B 1M 8Z View Franklin Laborers Jackhammer Operator Miner, Class "b" $44.31 7B 1M 8Z View Franklin Laborers Laser Beam Operator $44.58 7B 1M 8Z View Franklin Laborers Miner, Class "a"$44.04 7B 1M 8Z View Franklin Laborers Miner, Class "c"$44.58 7B 1M 8Z View Franklin Laborers Miner, Class "d"$44.86 7B 1M 8Z View Franklin Laborers Monitor Operator, Air Track Or Similar Mounting $44.58 7B 1M 8Z View Franklin Laborers Mortar Mixer $44.58 7B 1M 8Z View Franklin Laborers Nipper $44.04 7B 1M 8Z View Franklin Laborers Nozzleman $44.58 7B 1M 8Z View Franklin Laborers Nozzleman, Water (to Include Fire Hose), Air Or Steam $44.31 7B 1M 8Z View Franklin Laborers Pavement Breaker, 90 Lbs. & Over $44.58 7B 1M 8Z View Franklin Laborers Pavement Breaker, Under 90 Lbs. $44.31 7B 1M 8Z View Franklin Laborers Pipelayer $44.58 7B 1M 8Z View Franklin Laborers Pipelayer, Corrugated Metal Culvert And Multi-plate. $44.31 7B 1M 8Z View Franklin Laborers Pipewrapper $44.58 7B 1M 8Z View Franklin Laborers Plasterer Tenders $44.58 7B 1M 8Z View Franklin Laborers Pot Tender $44.31 7B 1M 8Z View Franklin Laborers Powderman $46.23 7B 1M 8Z View Franklin Laborers Powederman Helper $44.31 7B 1M 8Z View Franklin Laborers Power Buggy Operator $44.31 7B 1M 8Z View Franklin Laborers Power Tool Operator, Gas, Electric, Pneumatic $44.31 7B 1M 8Z View Franklin Laborers Railroad Equipment, Power $44.31 7B 1M 8Z View 10/7/21, 9:34 AM about:blank about:blank 5/19 Driven, Except Dual Mobile Franklin Laborers Railroad Power Spiker Or Puller, Dual Mobile $44.31 7B 1M 8Z View Franklin Laborers Remote Equipment Operator $44.86 7B 1M 8Z View Franklin Laborers Remote Equipment Operator (i.e Compaction And Demolition) $44.31 7B 1M 8Z View Franklin Laborers Rigger/signal Person $44.31 7B 1M 8Z View Franklin Laborers Riprap Person $44.04 7B 1M 8Z View Franklin Laborers Rodder & Spreader $44.31 7B 1M 8Z View Franklin Laborers Sandblast Tailhoseman $44.04 7B 1M 8Z View Franklin Laborers Scaffold Erector, Wood Or Steel $44.04 7B 1M 8Z View Franklin Laborers Stake Jumper $44.04 7B 1M 8Z View Franklin Laborers Structural Mover $44.04 7B 1M 8Z View Franklin Laborers Tailhoseman (water Nozzle)$44.04 7B 1M 8Z View Franklin Laborers Timber Bucker & Faller (by Hand) $44.04 7B 1M 8Z View Franklin Laborers Track Laborer (rr)$44.04 7B 1M 8Z View Franklin Laborers Traffic Control Laborer $41.94 7B 1M 9D View Franklin Laborers Traffic Control Supervisor $42.94 7B 1M 9E View Franklin Laborers Trencher, Shawnee $44.31 7B 1M 8Z View Franklin Laborers Trenchless Technology Technician $44.58 7B 1M 8Z View Franklin Laborers Truck Loader $44.04 7B 1M 8Z View Franklin Laborers Tugger Operator $44.31 7B 1M 8Z View Franklin Laborers Vibrators, All $44.58 7B 1M 8Z View Franklin Laborers Wagon Drills $44.31 7B 1M 8Z View Franklin Laborers Water Pipe Liner $44.31 7B 1M 8Z View Franklin Laborers Welder, Electrical, Manual Or Automatic (hdpe Or Similar Pipe And Liner) $44.86 7B 1M 8Z View Franklin Laborers Well-point Person $44.04 7B 1M 8Z View Franklin Laborers Wheelbarrow, Power Driven $44.31 7B 1M 8Z View Franklin Laborers - Underground Sewer & Water General Laborer & Topman $44.04 7B 1M 8Z View Franklin Laborers - Underground Sewer & Water Pipe Layer $44.58 7B 1M 8Z View Franklin Landscape Construction Landscape Laborer $41.94 7B 1M 9D View Franklin Landscape Construction Landscape Operator $51.05 7B 4W 9A View Franklin Landscape Maintenance Groundskeeper $15.09  1 View Franklin Lathers Journey Level $51.25 7E 4X 8N View Franklin Marble Setters Journey Level $53.34 5A 1M View Franklin Metal Fabrication (In Shop)Fitter $13.69  1 View Franklin Metal Fabrication (In Shop)Laborer $13.69  1 View Franklin Metal Fabrication (In Shop)Machine Operator $13.69  1 View Franklin Metal Fabrication (In Shop)Painter $13.69  1 View Franklin Metal Fabrication (In Shop)Welder $13.69  1 View Franklin Millwright Journey Level $71.07 5A 1B View 10/7/21, 9:34 AM about:blank about:blank 6/19 Franklin Modular Buildings Journey Level $13.69  1 View Franklin Painters Commercial Painter $40.26 6Z 1W View Franklin Painters Industrial Painter $46.97 6Z 1W 9D View Franklin Pile Driver General Pile Driver $52.25 7E 4X 8N View Franklin Pile Driver Heavy Construction Pile Driver $58.01 7E 4X 9E View Franklin Plasterers Journey Level $46.51 7K 1N View Franklin Playground & Park Equipment Installers Journey Level $13.69  1 View Franklin Plumbers & Pipefitters Journey Level $86.69 6Z 1Q View Franklin Power Equipment Operators A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 7/19 Franklin Power Equipment Operators Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Carrydeck & Boom Truck (under 25 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 8/19 Franklin Power Equipment Operators Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators Crusher Feeder $49.96 7B 4W 9A View Franklin Power Equipment Operators Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$50.28 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 9/19 Hydra-life & Similar Franklin Power Equipment Operators Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators Gin Trucks (pipeline)$50.28 7B 4W 9A View Franklin Power Equipment Operators Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators Mobile Crusher Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators Pavement Breaker, Hydra-$50.28 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 10/19 hammer & Similar Franklin Power Equipment Operators Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Skidders (r/t With Or Without Attachments) $51.05 7B 4W 9A View Franklin Power Equipment Operators Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Machine $50.89 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 11/19 Franklin Power Equipment Operators Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators Welding Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 12/19 Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Carrydeck & Boom Truck $51.21 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 13/19 Underground Sewer & Water (under 25 Tons) Franklin Power Equipment Operators- Underground Sewer & Water Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crusher Feeder $49.96 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 14/19 Franklin Power Equipment Operators- Underground Sewer & Water Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fork Lift Or Lumber Stacker, Hydra-life & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Gin Trucks (pipeline)$50.28 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 15/19 Underground Sewer & Water Franklin Power Equipment Operators- Underground Sewer & Water Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators-Mobile Crusher Operator $51.49 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 16/19 Underground Sewer & Water (recycle Train) Franklin Power Equipment Operators- Underground Sewer & Water Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pavement Breaker, Hydra- hammer & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $51.05 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 17/19 Underground Sewer & Water With Or Without Attachments) Franklin Power Equipment Operators- Underground Sewer & Water Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Welding Machine $49.96 7B 4W 9A View 10/7/21, 9:34 AM about:blank about:blank 18/19 Franklin Power Equipment Operators- Underground Sewer & Water Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Line Clearance Tree Trimmers Journey Level In Charge $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Spray Person $52.24 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Equipment Operator $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer $49.21 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $37.47 5A 4A View Franklin Refrigeration & Air Conditioning Mechanics Journey Level $86.69 6Z 1Q View Franklin Residential Brick Mason Journey Level $28.42  1 View Franklin Residential Carpenters Journey Level $21.60  1 View Franklin Residential Cement Masons Journey Level $46.83 7B 1N View Franklin Residential Drywall Applicators Journey Level $20.46  1 View Franklin Residential Drywall Tapers Journey Level $19.32  1 View Franklin Residential Electricians Journey Level $22.73  1 View Franklin Residential Glaziers Journey Level $23.10  1 View Franklin Residential Insulation Applicators Journey Level $14.86  1 View Franklin Residential Laborers Journey Level $13.69  1 View Franklin Residential Marble Setters Journey Level $28.42  1 View Franklin Residential Painters Journey Level $13.69  1 View Franklin Residential Plumbers & Pipefitters Journey Level $29.71  1 View Franklin Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.24  1 View Franklin Residential Sheet Metal Workers Journey Level (Field or Shop)$50.02 5A 1X View Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View Franklin Residential Sprinkler Fitters (Fire Protection) Journey Level $13.69  1 View Franklin Residential Stone Masons Journey Level $28.42  1 View Franklin Residential Terrazzo Workers Journey Level $14.86  1 View Franklin Residential Terrazzo/Tile Finishers Journey Level $14.86  1 View Franklin Residential Tile Setters Journey Level $19.23  1 View Franklin Roofers Irritable Bituminous Roofer $45.78 7G 4I View Franklin Roofers Journeyman Roofer, Waterproofer, Kettleman $42.78 7G 4I View Franklin Sheet Metal Workers Journey Level (Field or Shop)$68.81 5A 1X View Franklin Sign Makers & Installers (Electrical) Journey Level $14.65  1 View Franklin Sign Makers & Installers (Non- Electrical) Journey Level $14.65  1 View Franklin Soft Floor Layers Journey Level $51.91 5A 3J View Franklin Solar Controls For Windows Journey Level $13.69  1 View Franklin Sprinkler Fitters (Fire Journey Level $60.86 7J 1R View 10/7/21, 9:34 AM about:blank about:blank 19/19 Protection) Franklin Stage Rigging Mechanics (Non Structural) Journey Level $13.69  1 View Franklin Stone Masons Journey Level $53.34 5A 1M View Franklin Street And Parking Lot Sweeper Workers Journey Level $14.00  1 View Franklin Surveyors All Classifications $23.49 0 1 View Franklin Telecommunication Technicians Journey Level $46.20 5I 1B View Franklin Telephone Line Construction - Outside Cable Splicer $38.27 5A 2B View Franklin Telephone Line Construction - Outside Hole Digger/Ground Person $25.66 5A 2B View Franklin Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.96 5A 2B View Franklin Telephone Line Construction - Outside Telephone Lineperson $36.17 5A 2B View Franklin Terrazzo Workers Journey Level $43.81 5A 1M View Franklin Tile Setters Journey Level $43.81 5A 1M View Franklin Tile, Marble & Terrazzo Finishers Journey Level $35.93 5A 1M View Franklin Traffic Control Stripers Journey Level $50.51 7A 1K View Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.00 5D 1V 8M View Franklin Truck Drivers Asphalt Mix To 20 Yards $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck & Trailer $51.00 5D 1V 8M View Franklin Truck Drivers Other Trucks $50.69 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and under $51.00 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $51.34 5D 1V 8M View Franklin Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $18.45  1 View Franklin Well Drillers & Irrigation Pump Installers Oiler $13.69  1 View Franklin Well Drillers & Irrigation Pump Installers Well Driller $18.00  1 View Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 1 of 14 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage . D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 2 of 14 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 3 of 14 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. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 4 of 14 Overtime Codes Continued 4. 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 (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 5 of 14 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. 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. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 6 of 14 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 7 of 14 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. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). 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). Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 8 of 14 Holiday Codes Continued 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). 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 9 of 14 Holiday Codes Continued 7. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 10 of 14 Holiday Codes Continued 7. 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. 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. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 11 of 14 Holiday Codes Continued 7. 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. 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, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 12 of 14 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 13 of 14 Note Codes Continued 8. 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.) 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.) 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 14 of 14 Note Codes Continued 9. 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. Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 09/01/2021 Edition, Published August 10, 2021 1 WSDOT's Predetermined List for Suppliers -Manufactures -Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X X 2. Metal circular frames (rings) and covers, ci rcular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. X X See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. X X 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, si zes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X X diameter. May also be treated, #5. Supplemental to Wage Rates 09/01/2021 Edition, Published August 10, 2021 2 ITEM DESCRIPTION YES NO 8. Anchor Bolts & N uts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the X contract plans. Welding of aluminum shall be X in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and X shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X X accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to X Section 9-19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2 With adjustment sections. See Std. Plans. X X Supplemental to Wage Rates 3 09/01/2021 Edition, Published August 10, 2021 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X X requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities X X X Vaults. 23. Valve Vault - For use with underground u tilities. X X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X X permanent barrier. 25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials X to be used Supplemental to Wage Rates 4 09/01/2021 Edition, Published August 10, 2021 ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure X X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder – Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to X be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X X provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A . 30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow-Core Slab – Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X X be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. 32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover X X See Std. Plan. Supplemental to Wage Rates 5 09/01/2021 Edition, Published August 10, 2021 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with X AASHTO-M-111. 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. X 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X X shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X X fabrication 38. Light Standard-Prestressed - Spun, prestressed, hollow concrete poles. X X 39. Light Standards - Lighting Standards for use on highway illumination systems, po les to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X X Provisions for pre-approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. X Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X X See Std. Plans. Supplemental to Wage Rates 6 09/01/2021 Edition, Published August 10, 2021 ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum X X sheeting. X X NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed Std Custom Signing Message Message 43. Cutting & be nding reinforcing steel X X 44. Guardrail components X X X X Custom Standard End Sec Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X X 48. Electrical wiring/components X X 49. treated or untreated timber pile X X 50. Girder pads (elastomeric bearing) X X 51. Standard Dimension lumber X X 52. Irrigation components X X Supplemental to Wage Rates 7 09/01/2021 Edition, Published August 10, 2021 ITEM DESCRIPTION YES NO 53. Fencing materials X X 54. Guide Posts X X 55. Traffic Buttons X X 56. Epoxy X X 57. Cribbing X X 58. Water distribution materials X X 59. Steel "H" piles X X 60. Steel pipe for concrete pile casings X X 61. Steel pile tips, standard X X 62. Steel pile tips, custom X X Prefab ricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the off site prefabrication shall be the applicable prevailing wage for the county in which the actual prefab rication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interpret s this phrase to mean the actual work site. Supplemental to Wage Rates 8 09/01/2021 Edition, Published August 10, 2021 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents.  Building Service Employees  Electrical Fixture Maintenance Workers  Electricians - Motor Shop  Heating Equipment Mechanics  Industrial Engine and Machine Mechanics  Industrial Power Vacuum Cleaners  Inspection, Cleaning, Sealing of Water Systems by Remote Control  Laborers - Underground Sewer & Water  Machinists (Hydroelectric Site Work)  Modular Buildings  Playground & P ark Equipment Installers  Power Equipment Operators - Underground S ewer & Water  Residential *** ALL ASSOCIATED RATES * **  Sign Makers and Installers (Non-Electrical)  Sign Makers and Installers (Electrical)  Stage Rigging Mechanics (Non Structural) The following occupations may be use d only as outlined in the pre ceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators"  Fabricated Precast Concrete Products  Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 9 09/01/2021 Edition, Published August 10, 2021 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above-listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 09/01/2021 Edition, Published August 10, 2021 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 11 09/01/2021 Edition, Published August 10, 2021 G:\PROJECTS\2021\21102E\Spec\21102 Spec.docx 6-1 SECTION 6 - TECHNICAL SPECIFICATIONS G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-2 CITY OF PASCO FRANKLIN COUNTY, WASHINGTON SPECIAL PROVISIONS FOR NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON HLA PROJECT NO. 21102 CITY OF PASCO PROJECT NO. 21-293 TABLE OF CONTENTS PAGE NO. STANDARD SPECIFICATIONS ................................................................................................................ 2-2 QUALIFICATION OF BIDDERS................................................................................................................. 2-2 INTRODUCTION TO THE SPECIAL PROVISIONS ................................................................................. 6-3 DESCRIPTION OF WORK ........................................................................................................................ 6-3 1-01 DEFINITIONS AND TERMS ............................................................................................................. 6-4 1-02 BID PROCEDURES AND CONDITIONS ......................................................................................... 6-6 1-03 AWARD AND EXECUTION OF CONTRACT ................................................................................. 6-12 1-04 SCOPE OF THE WORK ................................................................................................................. 6-14 1-05 CONTROL OF WORK .................................................................................................................... 6-16 1-06 CONTROL OF MATERIAL ............................................................................................................. 6-21 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ................................................ 6-21 1-08 PROSECUTION AND PROGRESS ............................................................................................... 6-32 1-09 MEASUREMENT AND PAYMENT ................................................................................................. 6-37 1-10 TEMPORARY TRAFFIC CONTROL .............................................................................................. 6-42 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ................................................................. 6-44 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ................................................................ 6-45 2-03 ROADWAY EXCAVATION AND EMBANKMENT .......................................................................... 6-45 2-04 HAUL............................................................................................................................................... 6-47 2-07 WATERING ..................................................................................................................................... 6-47 4-04 BALLAST AND CRUSHED SURFACING ...................................................................................... 6-48 5-04 HOT MIX ASPHALT ........................................................................................................................ 6-48 8-02 ROADSIDE RESTORATION .......................................................................................................... 6-61 8-04 CURBS, GUTTERS, AND SPILLWAYS ......................................................................................... 6-62 8-14 CEMENT CONCRETE SIDEWALKS ............................................................................................. 6-63 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ............................................ 6-64 8-21 PERMANENT SIGNING ................................................................................................................. 6-67 8-22 PAVEMENT MARKING .................................................................................................................. 6-68 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-3 SPECIAL PROVISIONS FOR CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON HLA PROJECT NO. 21102 CITY OF PASCO PROJECT NO. 21-293 INTRODUCTION TO THE SPECIAL PROVISIONS (December 10, 2020 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2021 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways , currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction , WSDOT/APWA, current edition Contractor shall obtain copies of these publications, at Contractor’s own expense. DESCRIPTION OF WORK The project consists of the following work: Construction of a pedestrian hybrid beacon (PHB) on North 20th Avenue in the vicinity of Columbia Basin College to improve pedestrian safety. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of ac tual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifica tions for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation dated 2021 referenced codes and organizations, and these Special Provisions. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-4 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, r eplacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency desig nated location”. All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-5 Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Se ction 1-08.5. Contract Bond The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for “Contract”. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. The terms defined in Section 1-01.3 of the Standard Specifications shall be further described by the following: Contracting Agency City of Pasco 525 N 3rd Avenue Pasco, WA 99301 The terms “Contracting Agency”, “Agency” and “Owner” are interchangeable. Engineer HLA Engineering and Land Surveying, Inc. (HLA) 2803 River Road Yakima, WA 98902 Inspector The Contracting Agency’s designated Inspector (Resident Engineer) who observes the Contractor’s performance. Working Drawings Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's infor- mational sheets describing salient features, performance curves, or samples of fabricated and G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-6 manufactured items (including mechanical and electrical equipment) required for the construction project. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Invitation to Bid for the work. Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room, beginning Friday, October 8, 2021. Bidders may obtain digital files at no cost. Printed documents are available, at bidders’ expense, by choosing the “Order” option. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (August 15, 2016 APWA GSP Option B) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business four (4) days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. Add the following paragraph: No pre-bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1-02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the contract. 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable, a State of Washington Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-7 completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (December 10, 2020 APWA GSP, Option B) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last two paragraphs, and replace them with the following: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any UDBE requ irements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDB E requirements are to be satisfied through such an agreement. Supplement this section with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non-responsive. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-8 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal Delete this section and replace it with the following: Sealed bids are encouraged to be electronically submitted via the City of Pasco’s secure Plan Room. Alternatively, bids may be submitted via hard copy at Pasco City Hall per the following directions: 1. Bidders shall submit their hard copy bids to the City Clerk’s Office, located on the First Floor of Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bidders should plan for their bid submittal to be received by a City official and timestamped prior to the deadline. Proposals that are received as required will be publicly opened and read as specified in Section 1 - 02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1- 02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid P roposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-9 1-02.13 Irregular Proposals (October 1, 2020 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in agreement with the bidder’s DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option B) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 1-7 listed in this Section. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-10 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder does not owe delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes are owed to the Washington State Department of Revenue, the Bidder must submi t a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an “active exclusion” on the U.S. government’s “System for Award Management” database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder’s standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder’s subcontract form shall also include a requirement th at each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier subcontractors with whom it contracts are also “responsible” subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontra ctors with which it contracts. 4. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultima te resolution of the claim. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-11 5. Public Bidding Crime A. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause / Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 7. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing t o meet of terms of construction related contracts. As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets the supplemental criteria together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder’s compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-12 If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency’s final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1-02.15 Pre-Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract Supplement this section with the following: The Contract will be awarded to the apparent low bidder on the basis of the total of all bid items and schedules accepted by the Contracting Agency. The Contractor shall submit bids for all bid schedules, G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-13 including all alternate and/or additive bid schedules as applicable, to be considered a responsive bidder. 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within ten (10) calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1 -07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency -furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of twenty (20) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. Supplement this section with the following: Failure to return the required documents within the allotted time shall be considered as non-responsive and shall result in forfeiture of the bid bond or deposit of the bidder in accordance with Section 1-03.5. 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on a Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties or G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-14 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond (s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect by the president or vice president). Supplement this section with the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of one year from and after the final acceptance thereof by the Contracting Agency. Repair and/or replacement of defective materials and workmanship shall be as specified in Section 1 -05.12(1). In addition to the requirements for the Contract Bond according to Section 1-03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or per formed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond document is bound in these Specifications. 1-03.7 Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract 1-04.1(2) Bid Items Not Included in the Proposal Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifica tions but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (December 10, 2020 APWA GSP) Revise the second paragraph to read: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-15 Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Standard Specifications, 6. Contracting Agency’s Standard Plans or Details (if any), and 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.4 Changes Section 1-04.4 is supplemented with the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. If oral approval is granted, it shall be documented in writing shortly thereafter. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and Medicare and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via Section 1-09.6 Force Account of the Standard Specifications. (April 30, 2020, WSDOT GSP) Electronically Submitted Change Orders Change Orders will be transmitted electronically to the Contractor for signature. The Contractor shall apply all signatures electronically using a software as approved by the Contracting Agency. Within 21 days of execution of the Contract, the Contractor shall submit a Type 1 Working Drawing consisting of the names, email addresses, and text message capable phone numbers for the authorized change order signers and shall bear the name, phone number and email of the officer providing this authorization. Delegation of authority to sign Change Orders shall be by the officer authorized to sign the Contract in accordance with Section 1-02.1. 1-04.4(1) Minor Changes Delete the first paragraph and replace it with the following: Payments or credits for changes may be made under the Bid item “Minor Change”. At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-16 procedure as outlined in Section 1-04.4, Changes. All “Minor Change” work will be within the scope of the Contract Work and will not change Contract Time. 1-04.6 Variation in Estimated Quantities Supplement this section with the following: The quantities listed in the unit price Bid Proposal are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1-04.6 shall not apply to: All Bid Items. Payment will be made at the unit contract price for actual quantities of work completed. 1-04.11 Final Cleanup Supplement this section with the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1-05 CONTROL OF WORK 1-05.1 Authority of the Engineer Supplement this section with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will consti tute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accor- dance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. At the Contractor's risk, the Engineer may suspend all or part of the work according to Section 1-08.6. 1-05.3 Working Drawings Supplement this section with the following: Working Drawings shall be transmitted to HLA with the Submittal Transmittal sheet provided to the Contractor after project award, also found at: http://hlacivil.com/forms. The Submittal Transmittal form includes certification language stating the submittal has been reviewed by the Contractor and complies with the Plans and Specifications. Catalog cuts shall include marks to indicate the specific item that is to be provided for the project and shall include applicable bid item number. If alternate items are submitted for approval, the Contractor shall indicate the proposed location and use of the item. If PDF format is found to be unacceptable, the Contractor shall submit to the Engineer for review and approval, six copies of all Working Drawings required in the project documents. The data shown on the Working Drawings will be complete with respect to dimensions, design criteria, products and materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifica tions. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-17 Unless otherwise approved by the Engineer, Working Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Working Drawing, or other means, that he (the Prime Contractor) has checked the Working Drawing. The Contractor's stamp of approval on the Working Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Working Drawing or sample with the requirements of the Contract Documents. Working Drawings submitted by subcontractors, directly to the Owner or sub-consultants, will be rejected for the purpose of approval. The practice of submitting incomplete or unchecked Working Drawings for the Engineer to correct or finish will not be acceptable, and Working Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmis sion in proper form. The Engineer will review with reasonable promptness Working Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Working Drawings have been reviewed by the Engineer, an electronic (.pdf) copy including a transmittal memo will be returned to the Contractor. No submittal or Working Drawing will be recognized without the Engineer’s review attached. In case of dispute, the Engineer’s electronic copy will be recognized as the accepted copy of record. If major changes or corrections are necessary, the Working Drawings may be rejected, and one set will be returned to the Contractor with such c hanges or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Working Drawings or samples for review. No changes shall be made by the Contractor to resubmitted Work ing Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Working Drawings. Where a Working Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. 1-05.3(3) “Or Equal” Materials (New Section) The following new section shall be added to the Standard Specifications: The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Contract Documents, including “or equal” materials and equipment as specified in the Technical Specifications, or those substitute materials and equipment approved by the Engineer and identified by Addendum. The materials and equipment described in the Contract Documents establish a standard of required type, function, and quality to be met by any proposed substitute or “or equal” item. Request for Engineer’s clarification of materials and equipment considered “or equal” must be received by the Engineer at least five (5) days prior to the bid opening date. The burden of proof of the merit of the proposed item is upon the Bidder. Engineer’s decision of approval or disapproval of a proposed item will be final. If Engineer approves any proposed substitute item, such approval will be set forth in an Addendum issued to all prospective Bidders. Bidders shall not rely upon approvals made in any other manner. The Engineer will be allowed a reasonable time within which to evaluate each proposal or submi ttal. The Engineer may require the Contractor to furnish additional data regarding the proposed substitute item. The Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until the Engineer’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Working Drawing for an “or equal.” The Engineer will advise the Contractor in writing of any negative determination. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-18 The Engineer will record the Engineer’s costs in evaluating a substitute proposed or submitted by the Contractor. Whether or not the Engineer approves a substitute item so proposed or submitted by Contractor, the Contractor shall reimburse the Owner for the charges of the Engineer for evalu ating each such proposed substitute. The Contractor shall also reimburse the Owner for the Engineer's fees of making changes in the Contract Documents (or in the provisions of any other direct contract with the Owner) resulting from acceptance of each pro posed substitute. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary . If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency 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 will be deducted by the Engin eer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. 1-05.8 Survey Monuments (New Section) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monu ments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer, in writing, and request the Engineer establish the Substantial Completion Date. The Contractor’s G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-19 request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so n otify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will c ontinue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency 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 or signal systems; irrigation systems; buildings; or o ther similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which 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 En gineer, 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 unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-20 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. 1-05.12(1) One-Year Guarantee Period (New Section) (March 8, 2013 APWA GSP) The following new section shall be added to the Standard Specifications: The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency’s written notice of a defect and shall complete such work within the time stated in the Contracting Agency’s notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency’s own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor’s work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. Supplement this section with the following: The Contractor agrees the above one-year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electr onic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 1-05.16 Water and Power (New Section) The following new section shall be added to the Standard Specifications: Water Supply: Water for use on this project shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regula - tions. The Contracting Agency reserves the right to deny the use of fire hydrants where deemed inappropriate by the Contracting Agency. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-21 Power Supply: The Contractor shall make necessary arrangements and shall bear the costs for power necessary for the performance of the work. Measurement and Payment: No separate measurement and payment for water and power will be made. This pertains to water required for dust control, water settling trenches (when approved by the Engineer), and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1-06 CONTROL OF MATERIAL 1-06.1(4) Fabrication Inspection Expense (June 27, 2011 APWA GSP) Delete this section in its entirety. 1-06.6 Recycled Materials Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of this project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the prov isions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contrac tor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor ’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site. Section 1-07.1 is revised to read: (February 25, 2021 WSDOT GSP) General The Contractor shall always comply with all Federal, State, tribal, or local laws, ordinances, and regulations that affect Work under the Contract. The Contractor shall indemnify, defend, and save harmless the Contracting Agency (including any agents, officers, and employees) against any claims that may arise because the Contractor (or any employee of the Contractor or Subcontractor or materialperson) violated a legal requirement. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-22 Without usurping the authority of other agencies, the Contracting Agency will cooperate with them in their efforts to enforce legal requirements. Upon awareness of a violation of a legal requirement, the Engineer will notify the Contractor in an effort to achieve compliance. The Engineer may also notify the agency responsible for enforcement if the Engineer deems that action is necessary to achieve compliance with legal requirements. The Engineer will also assist the enforcement agency to obtain Contractor compliance to the extent such assistance is consistent with the provisions of the Contract. Health and Safety The Contractor shall be responsible for the safety of all workers and shall comply with all appropriate state safety and health standards, codes, rules, and regulations, including, but not limited to, those promulgated under the Washington Industry Safety and Health Act RCW 49.17 (WISHA) and as set forth in Title 296 WAC (Department of Labor and Industries). In particular the Contractor’s attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. The Contractor shall likewise be obligated to comply with all federal safety and health standards, codes, rules, and regulations that may be applicable to the Contract Work. A copy of all safety plans (e.g., fall protection work plan) that are developed by the Contractor shall be submi tted to the Engineer as a Type 1 Working Drawing. When requested by the Engineer, the Contractor shall provide training to Contracting Agency employees working on-site for any activity covered by a safety plan. Costs for training that is provided solely to Contracting Agency employees will be paid to the Contractor in accordance with Section 1-09.4. Mine Safety U.S. Mine Safety and Health Administration rules apply when the project includes pit or quarry operations. Among other actions, these regulations require the Contractor to notify the nearest Mine Safety and Health sub district office (1) of the project before it begins, (2) of the starting date, and (3) of the Physical Completion Date. Wells When wells are included in the contract or encountered as part of the Work, the Contractor shall meet all the requirements in WAC 173-160 Minimum Standards for Construction and Maintenance of Wells and all environmental considerations for installing, protecting in place, d ecommissioning, or abandonment of wells. Changes to Laws to be Observed General The Contracting Agency will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the Contracting Agency will compensate the Contractor by negotiated change order as provided in Section 1-51 04.4. Taxes Under certain conditions, the Contracting Agency will adjust payment to compensate for tax changes. First, the changes shall involve federal or state taxes on materials or fuel used in or consumed for the project. Second, the changes shall increase or decrease Contractor-paid taxes by more than $500. For items in the original Contract, the tax change must occur after the Bid opening date. For negotiated Contracts or items in a supplemental agreement, the tax change must take place after the execution date of the Contract or agreement. Within these conditions, the Contracting Agency will adjust compensation by the actual dollar amounts of increase or decrease caused by the tax changes. If the Engineer requests it, the Contractor shall certify in writing that the Contract price does not include any ext ra amount to cover a possible change in taxes. The Contracting Agency may audit the records of the Contractor as provided in Section 1-09.12, to verify any claim for compensation because of changes in laws or taxes. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-23 COVID-19 Health and Safety Plan (CHSP) (May 13, 2020 WSDOT GSP) In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, COVID- 19 Health and Safety Plan (CHSP). Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commis sion, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA -funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax - Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax - Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal syst ems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-24 For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bi d item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contra cting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.4 Sanitation 1-07.4(2) Health Hazards (May 13, 2020 WSDOT GSP) Section 1-07.4(2) is revised to read: COVID-19 Health and Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP shall be prepared and submitted as a Type 2 Working Drawing prior to beginning ph ysical Work. The CHSP shall be based on the most current State and Federal requirements. If the State or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current requirements. The Contractor shall update and resubmit the CHSP as the work progresses and new activities a ppear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. The CHSP shall address the health and safety of all people associated with the project including St ate workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and anyone on the project site, staging areas, or yards. Payment for the CHSP is incidental and no additional payment will be made. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The Contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Eng ineer that the noncompliance incident has been corrected before the suspension will end. 1-07.5 Environmental Regulations 1-07.5(3) State Department of Ecology Section 1-07.5(3) is supplemented with the following: (February 25, 2021 WSDOT GSP) 10. Comply with WAC 173-160 Minimum Standards for Construction and Maintenance of Wells. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-25 1-07.6 Permits and Licenses Supplement this section with the following: The Contractor and all subcontractors are responsible for obtaining and paying for business licenses in the City of Pasco. No hydraulic permits are required for this project unless the Contractor’s operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from str eam beds. All costs required to comply with this section shall be the responsibility of the Contractor. 1-07.7 Load Limits (March 13, 1995 WSDOT GSP) Supplement this section with the following: If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.13 Contractor’s Responsibility for Work 1-07.13(3) Relief of Responsibility for Damage by Public Traffic Delete this section and replace it with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to improvements. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1-07.13(4) Repair of Damage (August 6, 2001 WSDOT GSP) Section 1-07.13(4) is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.16 Protection and Restoration of Property Section 1-07.16 is supplemented with the following: (February 25, 2021 WSDOT GSP) Protection of Wells The Contractor shall save and protect existing wells throughout the life of the Contract at the locations as shown in the Plans. For the definition of wells types see WAC 173-160-111 and WAC 173-160-410. The existing wells shall not be disturbed during any construction activity. Discovery of Unidentified Wells If unidentified wells are encountered by the Contractor, they shall not be further disturbed. The Contractor shall ensure any unidentified wells encountered are protected from all construction a ctivities including spills. The Contractor shall follow the procedures set forth in Section 1 -04.7. The Engineer will determine if the well will be protected in accordance with Section 1-07.1, 1-07.5(3), and 1-07.16 or the well will be decommissioned as part of the Work. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-26 1-07.17 Utilities and Similar Facilities Supplement this section with the following: Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The following addresses and telephone number of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Benton Franklin Transit Richard Ciccone ciccone@bft.org 1000 Columbia Park Trail Richland, WA 99352 (509) 735-4131 (509) 735-1800 Fx Big Bend Electric Cooperative Duane Johnson admin@bbec.org PO Box 348 Ritzville, WA 99169 (866) 844-2363 (509) 659-1700 (509) 659-1404 Fx BNRR Jim Breene, Superintendent PO Box 1309 Pasco, WA 99301 Bonneville Power Admin. Stephanie Lorenz, Realty Specialist selorenz@bpa.gov Real Property Field Services 2211 N. Commercial Ave Pasco, WA 99301 (509) 544-4748 Cascade Natural Gas Arnie Garza arnie.garza@cngc.com 8311 W. Grandridge Blvd. Kennewick, WA 99336 (509) 735-7333 (509) 735-9141 Fx Century Link Tobias Mears tobias.mears@centurylink.com Sunnyside, WA (509) 839-6651 - Office (509) 305-7503 - Cell Charter Communications Antonio "Tony" Campos Antonio.Campos@charter.com 639 N. Kellogg Kennewick, WA 99336 (509) 572-0537 cell Corps of Engineers (509) 547-2048 (509) 547-6720 Fx Chiawana Park Reservations for Pavillion Janet (509) 547-2048 #8 Ice Harbor Lanelle Adams (509) 543-6060 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-27 Dept. of Natural Resources Mark Bonet 2211 Airport Rd. Ellensburg, WA 98926 FCID-Franklin County Irrigation District John Burns fcid1@owt.com jburn@pocketinet.com PO Box 3907 Pasco, WA 99302 (509) 547-4912 (509) 545-1160 Fx Fire Department (Pasco) Chief Bob Gear GEARB@pasco-wa.gov 509-543-5701 Franklin County Engineering Dept. Craig Erdman, County Engineer publicworks@co.franklin.wa.us 3416 Stearman Ave. Pasco, WA 99301 (509) 545-3514 (509) 545-2133 Fx Franklin County PUD Aaron Gonzalez agonzalez@franklinpud.com PO Box 2407 Pasco, WA 99302 (509) 547-5591 (509) 547-4116 Fx Williams Pipeline Paul Fincher paul.m.fincher@williams.com 606 S. Oregon Ave. Pasco, WA 99301 (509) 544-9216 (509) 544-0866 Fx Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncover ing, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One-Call Agency) for field location, not less than two or more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One-Call Agency for this project is 1-800-424-5555. If no one- number locator service is available, notice shall be provided individu ally by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. It is the responsibility of the Contractor to verify pertinent locations and elevations of utility connection points and utility crossings. The Contractor shall field verify depths of utilities by potholing prior to beginning any new construction to allow for adjustment in grade or alignment. Potholing shall be considered incidental to other bid items and no additional compensation will be paid. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiar izing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The Contractor shall coordinate the proposed construction work with these utility installations. Additionally, the Contractor shall coordinate and bear the cost of any needs for supporting utility poles in place. The Contractor shall arrange with the owners and operators of the respec tive utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of t he facilities contained in this Contract. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-28 The Contractor shall coordinate his work with other contractors who may be work ing in the project area and cooperate with them. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. In addition to the requirements of RCW 19.122, th e Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall coordinate all work with the utility and shall provide for such measures as may be necessary for the protection of workmen. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the CITY OF PASCO, its employees, agents, elected and appointed officials, HLA Engineering and Land Surveying, Inc. (HLA), as “additional insureds” and shall stipulate that the policies named thereon cannot be canceled unless at least thirty (30) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: “Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives.” The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in force from the execution date of the contract until the date of acceptance by the Owner. 1. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each policy period. This protection may be a CGL policy or any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the work. 2. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and non-owned vehicles assigned to or used in the performance of the work with a combined single limit of not less than $1,000,000 each occurrence with the Owner named as an additional insured in connection with the Contractor’s Performance of the contract. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain provisions for a deductible. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Co ntractor, notwithstanding any claim of liability against the Contracting Agency. However, in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. Prior to contract execution, the Contractor shall file with the Engineer ACORD Form Certificates of Insurance evidencing the minimum insurance coverages required under these specifications. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of a 30-day prior written notice to the Contracting Agency of any cancellation or reduction of coverage. All insurance coverage required by this section shall be written and provided by “occurrence -based” policy forms rather than by “claims made” forms. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency may, after giving a five working day notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-29 Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance, including any payments of deductible amounts, shall be considered incidental to and included in the unit contract prices and no additional payment will be made. The Contractor is responsible for all his subcontractors’ actions and omissions. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Add the following after the fourth sentence of the second paragraph: Deficiencies not caused by the Contractor’s operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency’s expense. Replace item 2. of the second paragraph with the following: 2. Keep existing traffic signal and lighting systems in operation as the work proceeds. (The Contracting Agency will continue the routine maintenance on such system.) Add the following to the third paragraph: 5. Maintain vehicular and pedestrian access to businesses at all time s that businesses are open. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night , they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Depart ments at least 24 hours prior to closing any street, in addition to coordinating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re-opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. The last paragraph of Section 1-07.23(1) is revised to read: (September 30, 2020 WSDOT GSP) The Contractor shall conduct all operations to minimize any drop -offs (abrupt changes in roadway elevation) left exposed to traffic during nonworking hours. Unless otherwise specified in the Traffic Control Plan, drop-offs left exposed to traffic during nonworking hours shall be protected as follows with an accepted traffic control plan submittal in accordance with Section 1-10.2(2): 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists of the condition. 2. Drop-offs more than 0.20 foot that are in the Traveled Way or Auxiliary Lane will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the Traveled Way shall be protected with appropriate warning signs and further protected by having one of the following: a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type I barricades, plastic safety drums, or other devices 36 inches or more in height) placed along the traffic side of the drop-off and a new edge of pavement G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-30 stripes placed a minimum of 3 feet from the drop-off. The maximum spacing between the devices in feet shall be the posted speed in miles per hour. Pavement drop-off warning signs shall be placed in advance and throughout the drop-off treatment. c. A temporary concrete barrier, temporary steel barrier, or other approved traffic barrier installed on the traffic side of a drop-off with a new edge line placed a minimum of 2-feet from the traffic face of the barrier. The barrier shall have a lateral offset from the edge of the drop-off to the back of the barrier as follows: i. A minimum offset of 3-feet for temporary Type F or Type 2 concrete barrier when not anchored. ii. A minimum offset of 1-foot for temporary Type F or Type 2 concrete barrier when anchored on hot mix asphalt pavement as shown on WSDOT Standard Plans C-60.10 or K-80.35. iii. A minimum offset of 1-foot for temporary Type F concrete barrier when anchored on cement concrete pavement as shown on WSDOT Standard Plan C-60.10. iv. A minimum offset of 9-inches for temporary Type F or Type 2 concrete barrier when anchored on cement concrete pavement and/or concrete bridge decks as sho wn on WSDOT Standard Plan K-80.35. v. A minimum offset of 6-inches or 9-inches for temporary Type F or Type 2 narrow base concrete barrier when anchored on cement concrete pavement and concrete bridge decks as shown on WSDOT Standard Plan K-80.37. vi. A minimum offset following manufacturer recommendations for temporary steel barrier when not anchored; or when anchored on hot mix asphalt pavement, cement concrete pavement, or concrete bridge decks. vii. A minimum offset as directed by the Engineer for any barrier type or configuration not shown in this Section. An approved terminal, flare, or impact attenuator is required at the approach end of the barrier run, and is required at the trailing end of a barrier run in two -way operations when shown in the plans or as directed by the Engineer. 4. Drop-offs more than 0.50 foot not within the Traveled Way or Auxiliary Lane 21 shall be protected with appropriate warning signs and further protected as 22 indicated in 3a, 3b, or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet; b. The total length throughout the project is less than 1 mile; c. The drop-off does not remain for more than 3 working days; d. The drop-off is not present on any of the holidays listed in Section 1-08.5; and e. The drop-off is only on one side of the Roadway. 5. Drop-offs more than 0.50 foot that are not within the Traveled Way or Auxiliary Lane and are not otherwise covered by No. 4 above shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the Traveled Way or Auxiliary Lane shall have a steel plate cover placed and anchored over them. A wedge of suitable material, if required, shall be placed for a smooth G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-31 transition between the pavement and the steel plate. Warning signs shall be used to alert motorists of the presence of the steel plates. 1-07.23(2) Construction and Maintenance of Detours Add the following to the third paragraph: The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open, unless work is occurring immediately in front of the doorway. It shall be the responsibility of the Contractor to maintain pedestrian traffic and business access throughout the duration of the project. At a minimum, the Contractor shall: 1. Minimize the disruption in front of the business access by removing sidewalk on either side of the access and leaving the existing sidewalk in place as long as possible and, likewise, shall sequence the installation of the new sidewalk to provide access to the business; 2. Provide gravel surfacing (crushed surfacing top course) access across the construction area to the door of the business; 3. Provide boardwalks and bridging where gravel surfacing cannot be provided or, by the nature of the business or where directed by the Engineer, wheeled access by strollers and wheelchairs is critical to the business and cannot be provided through the gravel surfacing; 4. Provide temporary sidewalk signs directing pedestrians through the construction, notifying pedestrians of alternative routes, and directing pedestrians to businesses where means of access is not obvious; and 5. Adjusting times of construction immediately in front of a business access to times of the day when the business is closed, or business activity is light. For example, construction in front of a deli would be restricted during the lunch hour. 6. When construction activities will affect ingress and egress to a property along the pro ject alignment, the Contractor shall be responsible for notifying the occu pant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written not ification. 7. Local access shall be maintained to the residents within the project limits at all times. 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right-of-way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor’s construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right -of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from th e owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. 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. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-32 Each property owner shall be given a 48-hour notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property ow ner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Safety Standards (New Section) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-07.29 Notifying Property Owners (New Section) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress or utility service to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. Property owner notification requirements shall be coordinated with the Owner. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. 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; G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-33 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to th e preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than five (5) working days prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representati ves to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other contracting Agency employees or third-party consultants, when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non-working day for the week will be charged as a working day. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-34 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (New Section) The following new section shall be added to the Standa rd Specifications: Where the Contractor elects to work on a nonworking day, as defined in Section 1 -08.5 of the Standard Specifications, or longer than the normal working hours specified in Section 1 -08.0(2), such work shall be considered as overtime work. If a 4-10 schedule is approved and the Contractor elects to work the fifth day or works multiple shifts in a single 24-hour period, such work shall be considered overtime work, or the Contractor will be charged an additional working day, at his option. On all such overtime work, a Resident Engineer will be present. In all such cases, the Contracting Agency may deduct overtime costs of employees and/or representatives of the Contracting Agency from amounts due or to become due to the Contractor. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.1 Subcontracting Supplement this section with the following: A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (WSDOT Form 421-012) https://www.wsdot.wa.gov/publications/fulltext/forms/421-012.PDF Contractor’s records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit f or the same time period. (May 30, 2019 APWA GSP, Option B) Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 1-08.3 Progress Schedule Delete this section and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indi cated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-35 the scheduling. Electronic copies of newly updated schedules shall be sent to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with 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 days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. 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. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. Supplement this section with the following: Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under Section 1-08.10(1) of the Standard Specifica- tions. 1-08.5 Time for Completion Add the following to the first paragraph: Fifteen (15) working days after the date set forth in the Notice to Proceed shall be allowed for completion of all Contract work. All work will be suspended between January 3, 2021 and January 14, 2021. If construction begins before January 3, 2021, the site shall be secured and maintained for the suspension duration. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a “delay”. An “inclement” weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-36 (November 30, 2018 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor’s obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Material Acceptance Certification Documents b. Final Contract Voucher Certification c. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all Subcontractors d. If applicable, a copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination of Ecology. This requirement will not apply if Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16). e. Property owner releases per Section 1-07.24 f. Project record drawings per Section 1-05.3(1) 1-08.9 Liquidated Damages Replace Section 1-08.9 with the following: Time is of the essence of the Contract. Delays inconvenience the public, interfere with public works staff operations and maintenance activities and increase risk to public infrastructure and utility users. Delays also cost taxpayers undue sums of money, a dding time needed for administration, engineering, inspection, and supervision. Accordingly, the Contractor agrees: 1. To pay liquidated damages in the amount of $2,050 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. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-37 When the Contract Work has progressed to Substantial Completion as defined in the 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, liquidated damages identified above will not apply. For ove rruns 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 Project 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. 1-08.10 Termination of Contract 1-08.10(1) Termination for Default In the last sentence of the fifth paragraph, replace “State of Washington, Department of Transportation” with “Contracting Agency.” 1-09 MEASUREMENT AND PAYMENT 1-09.2 Weighing Equipment 1-09.2(1) General Requirements for Weighing Equipment (July 23, 2015 APWA GSP, Option 2) Revise item 4 of the fifth paragraph to read: 4. Test results and scale weight records for each day’s hauling operations are provided to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman’s Daily Report, unless the printed ticket contains the same information that is on the Scaleman’s Daily Report Form. The scale operator must provide AM and/or PM tare weights for each truck on the printed ticket. Supplement this section with the following: Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer or Material Receiver be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project title, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1-09.2(3) Specific Requirements for Platform Scales Supplement this section with the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self-printing scales. 1-09.2(5) Measurement (May 2, 2017 APWA GSP) Revise the first paragraph to read: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-38 Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks on the accuracy of each bath, hopper, or platform scale used in weig hing contract items of Work. 1-09.3 Scope of Payment Supplement this section with the following: Payment for work performed under this Contract will be based on the items listed in the Unit Price Bid Proposal. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Unit Price Bid Proposal and the “Payment” clauses found in each section of the Standard Specifications, the Unit Price Bid Proposal items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications, but no bid item is provided in the Unit Price Bid Proposal, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1-09.4 Equitable Adjustment Replace Item 2.b. with the following: 2.b. Per Section 1-09.6, Force Account. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. Add the following clarification: The term “project overhead” shall include “jobsite overhead.” The term “general company overhead” shall include “home office overhead.” Supplement paragraph one of Subsection 2 with the following: Sales tax will be applied to payment made to the C ontractor and shall not be included in the cost of materials provided to the Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-39 Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Supplement this section with the following: The progress estimate cutoff date established at the preconstruction conference shall be a minimum of ten (10) working days prior to a regularly scheduled meeting of the Contracting Agency governing body where payments may be authorized. Revisions to the agreed upon progress estimate cutoff date will only be made by written approval of the Contracting Agency. The Contractor shall submit a signed Application for Payment within three (3) working days after the progress estimate cutoff date. The Engineer shall have a minimum of five (5) working days to review the Contractor’s Application for Payment. The Contractor shall supply any outstanding material and labor documentation within five (5) working days of the cutoff date, or partial payments may be withheld from applicable bid items. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency for action at the next available meeting of the governing body that payment be made. Payment to the Contractor will be made within 45 calendar days from the meeting at which the Contracting Agency’s governing body authorizes payment to be made. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-40 work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the “Schedule of Values,” will be approved by the Engineer as described in Section 1-08 Prosecution and Progress before the first payment is made. (April 30, 2020, WSDOT GSP) Electronic Transmittal and Signature of the FCVC The Contractor shall sign electronically using a software as approved by the Contracting Agency and return the Final Contract Voucher Certification (FCVC) as indicated in this section. Within 21 days of execution, the Contractor shall submit a Type 1 Working Drawing designating who will sign the FCVC, including their full name, email address, and text-message capable phone number. The designee shall be an authorized signer in accordance with Section 1-02.1. 1-09.9(1) Retainage Add the following to the fourth paragraph: 6. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts (New Section) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer’s opinion, may be necessary to cover the Contracting Agency’s costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime work performed by Contracting Agency personnel or its representative, per Section 1-08.0(3). 6. Anticipated or actual failure of the Contractor to complete the work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer’s review of the Contractor’s approved progress schedule which indicates the work will not be completed withi n the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the work. The amount withheld under this subparagraph will be based upon the liquidat ed damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor’s approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract time. 7. Failure of the Contractor to perform any of the Contractor’s other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-41 b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1-05.4. c. Failure of the Contractor to correct defective or unauthorized work (Section 1-05.7). d. Failure of the Contractor to furnish a Manufacturer’s Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay workers' benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency’s intent to do so, and if prior to the expiration of the 15-calendar day period: 1. No legal action has commenced to resolve the validity of th e claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1-7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount with held, payment shall be made for amounts withheld because of them. 1-09.9(3) Final Payment (New Section) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, th e Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of Section 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-42 On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. If a contract is funded by grant, state, or federal money, the public body shall pay the prime contractor for satisfactory performance within thirty calendar days of the date the public body receives a payment request that complies with the contract or within thirty calendar days of the date the public body actually receives the grant or federal money, whichever is later. 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Contractor’s failure to brin g 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 which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action . 1-09.13 Claims Resolution 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration (November 30, 2018 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency’s headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL Supplement this section with the following: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-43 The provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways and amendments thereto published by the U.S. Depart ment of Transportation, Federal Highway Administration, and WSDOT by this reference are made a part of these Documents. 1-10.2 Traffic Control Management 1-10.2(1) General (January 3, 2017 WSDOT GSP) Supplement this section with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135th Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.2(2) Traffic Control Plans Delete the first two sentences of the first paragraph and replace with the following: The Contractor shall be required to prepare traffic control plans required to complete the work. No work shall be done on or adjacent to any traveled way without Contracting Agency approved and Engineer- approved traffic control plans. The Contractor shall designate a Traffic Control Supervisor who shall prepare, revise, supplement , or modify the traffic control plans when needed to show the necessary Class A and B construction signing and barricades, traffic control devices, and traffic flagging operations required for the contractor’s operation and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the WSDOT standard plans or MUTCD without modification, the Contractor may reference the applicable figure or standard plan at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be spec ified by the Contractor. The Traffic Control Supervisor who prepared the traffic control plan shall sign and date the plan. The signed plans prepared by the Contractor’s Traffic Control Supervisor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. All costs incurred by the Contractor in preparation of the Traffic Control Plans, including any revisions required by the Engineer after review, shall be included in the unit contract price for “Project Temporary Traffic Control,” per lump sum. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-44 1-10.4 Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) (August 2, 2004 WSDOT GSP) Supplement this section with the following: The proposal contains the item “Project Temporary Traffic Control”, lump sum. The provisions of Section 1-10.4(1) shall apply. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Supplement this section with the following: In no case shall the Contractor be required to clear and grub beyond the right-of-way line, except as specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the facility. All work beyond the right-of-way line shall be coordinated with affected property owner(s) per Section 1-07.24 Rights of Way. The Contractor shall support in place or temporarily remove, as necessary, and later replace to its original condition or relocate nearby as directed, all mail boxes, small trees, shrubs, bollards, street/business/advertising signs and posts, culverts, irrigation facilities, concrete or rock walls, guardrail, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replace ment or repair shall be borne by the Contractor. All clearing and grubbing includes disposal of unwanted materials, unless otherwise directed by Engineer. 2-01.3 Construction Requirements 2-01.3(4) Roadside Cleanup Supplement this section with the following: Roadside cleanup shall include all project areas outside of the road right-of-way, including utility easements and private property, as shown on the Plans. Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 2-01.4 Measurement Supplement this section with the following: No unit of measurement shall apply to Roadside Cleanup. 2-01.5 Payment Supplement this section with the following: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-45 Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of this section, including partial roadside cleanup, shall be considered as incidental work to the various bid items and no separate payment will be made. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements 2-02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures Supplement this section with the following: Existing structures or installations of concrete, brick, blocks, etc., interfering with construction shall be removed by the Contractor, and shall be considered as incidental work to the various bid items and no separate payment will be made. Any pipe openings to be abandoned shall be properly plugged watertight with Class 3000 concrete. Removal and plugging of pipes shall be considered as incidental work to the various bid items and no separate payment will be made. Where structures are removed, the voids shall be backfilled with suitable, job -excavated material and compacted. All such work shall be considered as incidental work to the various bid items and no separate payment will be made. If the Engineer determines the job-excavated material to be unsuitable for backfill, the Contractor shall place ballast or crushed surfacing material as directed by the Engineer. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Supplement this section with the following: Where shown on the Plans or as directed by the Engineer, the Contrac tor shall be required to remove existing pavement, sidewalks, curbs, etc., which are outside the right-of-way line and are required to be removed for construction of the improvements. In those areas where asphalt pavement removal is required, the Con tractor shall, prior to excavation, score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take pre cautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be damaged pr ior to asphalt concrete paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. Sawcutting slurry created from asphalt pavement and concrete removal shall be disposed of by vacuum, and remain clear of storm drainage systems and final HMA wearing course at all times. No separate payment shall be made for sawcutting pavement. 2-02.5 Payment Supplement this section with the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of this section, including sawcutting, shall be considered as incidental work to the various bid items and no separate payment will be made. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description Supplement this section with the following: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-46 Unclassified excavation shall consist of removing the existing material of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross-section shown on the Plans or as staked in the field. Concrete curb, gutter, and sidewalk removal shall be included as “Unclassified Excavation Incl. Haul.” The material to be excavated shall be classified as “Unclassified Excavation Incl. Haul.” Where directed by the Engineer, the Contractor shall excavate beyond the right-of-way in order to adequately slope adjacent properties. No additional compensation will be made for excavating outside the right-of-way. The Contractor shall use caution while performing roadway excavation. Heavy, rubber -tired equipment, particularly front-end loaders, shall limit their travel over a single area as much as possible. Trucks shall observe a 10-mph speed limit when traveling over exposed subgrade areas. The Contracting Agency will, at its own cost, reference all known existing monu ments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 2-03.3 Construction Requirements 2-03.3(3) Excavation Below Subgrade Supplement this section with the following: At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high moisture content shall be: 1. Aerated and allowed to dry; 2. Over-excavated as directed by the Engineer and backfilled with ballast, or crushed surfacing base course. The contractor may be instructed to install construction geotextile for soil stabilization in the excavation; or 3. A combination of any of the above. Compensation for work done by the Contractor as described above shall be by increasing the quantities of the various appropriate bid items such as “Unclassified Excavation Incl. Haul” and “Crushed Surfacing Base Course” and applying the unit bid price. No separate compensation will be made for any equipment, tools, materials, or labor required to perform this work. 2-03.3(7) Disposal of Surplus Materials 2-03.3(7)A General Supplement this section with the following: The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated suitable material at various locations within the project limits, as directed by the Engineer. Excavated material shall be bladed or hauled to fill low sections within the project area, except for sod or extraneous material, which shall be hauled to waste at the Contractor’s expense. Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and c ompacted as for embankments. Topsoil shall be saved to use for backfill adjacent to the sidewalk and new improve- ments, and shall be stockpiled separate from other material. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-47 A waste site has not been provided by the Contracting Agency for disposal of extraneous suitable material, unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. 2-03.3(14)D Compaction and Moisture Control Tests Delete this section and replace it with the following: Compaction shall be 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when ready for in-place subgrade density tests. All costs associated with failed tests/testing shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements are met. 2-03.4 Measurement Supplement this section with the following: “Unclassified Excavation Incl. Haul” will be measured by the cubic yard. 2-03.5 Payment Supplement this section with the following: The unit contract price per cubic yard for “Unclassified Excavation Incl. Haul” shall be full compensation for all labor, equipment, tools, and materials necessary to complete this item as specified. No separate payment shall be made for embankment compaction and all costs to perform this work as required shall be merged in the unit price bid per cubic yard for “Unclassified Excavation Incl. Haul.” 2-04 HAUL 2-04.5 Payment Delete this section and replace it with the following: All haul of materials on this project shall be considered as incidental work to the various bid items and no separate payment will be made. 2-07 WATERING 2-07.1 Description Supplement this section with the following: The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency and the Engineer from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-48 4-04 BALLAST AND CRUSHED SURFACING 4-04.1 Description Supplement this section with the following: Aggregates to be paid by the ton shall not be placed in stockpiles. 4-04.3 Construction Requirements 4-04.3(5) Shaping and Compaction Supplement this section with the following: The Contractor shall notify the Engineer when he is ready for in-place ballast, base course, or top course density tests. All costs associated with failed tests/testing shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. 5-04 HOT MIX ASPHALT (July 18, 2018 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it 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, compacted 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 mater ials 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: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A 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 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-49 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 that shall be used for this project is: PG 64S-28 or PG 64H-28. A combination of binders will not be acceptable. Blending of asphalt binder from different sources is not permitted. The Engineer may require an adjustment in the asphalt binder content of the mix design by ± 0.5% at no additional cost to the Contracting Agency. 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 sh all 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 aggrega tes, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. 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), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 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. Nonstatistical Mix Design. Fifteen days prior to the first day of pav ing 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 & 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 Contractor shall be responsible for verification of the mix design. 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. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-50 Mix designs for HMA accepted by Nonstatistical evaluation shall: • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9 -03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9 -03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 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 Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5 -04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350 -076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55°F 45°F 0.10 to .20 45°F 35°F More than 0.20 35°F 35°F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-51 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 pla ced 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 t raffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, including the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to th e 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 ac cess by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically reg ister 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 t he 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 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-52 temperature less than 45°F 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. Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have equipment available from the manuf acturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same resu lts, 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. 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. The HMA paver that is utilized on this project shall be capable of spreading a nd finishing courses of HMA plant mix material in a width from centerline of the roadway to the edge of the roadway or gutter in a single pass (up to 22-foot width). 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a unifor m 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. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-53 To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(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 us ed. 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. 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 compac ted 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 t o 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 c ured. 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. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-54 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and f oreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ 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 fr om 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. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks ¼ 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 Soil Residual Herbicide Where shown on the Plans, the Contractor shall apply one application of an approved soil residual herbicide on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(3)B shall apply to this application. The application of herbicide shall precede paving by no more than 48 hours. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-55 5-04.3(4)C Pavement Repair The Contractor shall sawcut and 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. 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. After the completion of trench and patch repairs, the Contractor shall seal all joints with CSS -1 and concrete sand. The cost of sealing shall be included in the unit contract price for “HMA Cl. ___-Inch ___.” 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti -stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report. 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 handl ing, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced. Storing or holding of the HMA in approved storage facilities will not be permitted and will be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. 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. 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 0.30 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. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-56 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, gores, prelevel, and temporary pavement. 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. Commercial HMA can be used for patching utility or conduit trenches less than 24 inches in width. Payment will be made on the basis of the unit contract price for HMA for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected. 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 AASH - TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall be tested. Sampling and testing HMA in a Structural application where quantities are less than 100 tons is at the discretion of the Engineer. 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. Testing costs shall be the responsibility of the Contractor. 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a minimum of 91.0% of the reference maximum density as determined by WSDOT for AASHTO T 209. The reference maximum density shall be determined as the moving average of the most recent five determinations for the lot of HMA being placed. The specified level of density attained will be determined by five nuclear gauge tests t aken in accordance with WAQTC FOP TM8 and WSDOT SOPT 729 on the day the mix is placed (after completion of the finish rolling) at locations determined by the stratified random sampling procedure conforming to WSDOT Test Method 716 within each density lot. The quantity represented by each density lot will be no greater than a single day’s production or approximately 400 tons, whichever is less. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge after completion of the finish rolling. The test G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-57 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. In addition to the randomly selected locations for tests of density, the Engineer may also isolate from a normal lot any area that is suspected of being defective in relative density. Such isolated material will not include an original sample location. A minimum of five (5) randomly located density tests will be taken. 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. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. 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 Project Engineer. The number of passes with an approved c ompaction train, required to attain the maximum test point density, shall be used on all subsequent paving. 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 u ndue 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 or oscillation mode on bridge decks. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to 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. Supplement this section with the following: 5-04.3(12) 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. 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 separate d from the G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-58 permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed prior to resumption of paving. The temporary wedge of HMA shall be removed and wasted, and new mix shall be laid against the edge. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more tha n ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the abutting edge, free of coarse material at the surface, and neat in appearance. The Contractor shall use paving widths that minimize longitudinal pavement joints. 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 ⅛ 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 ¼ 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 resul t 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 to the satisfaction of the Engineer, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. When deviations in excess of the above tolerances are found that result in a low place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Tacking existing HMA with CSS-1 and feathering in additional HMA, taking care to rake and remove oversized rock to produce a fine graded surface to the satisfaction of the Engineer, 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. Where directed by the Engineer, the Contractor shall feather the HMA pavement in a manner to produce a smooth-riding connection to the existing pavement. All costs and expenses in connection with providing, placing material, and feather ing the asphalt concrete pavement shall be paid for as the unit contract price per ton for “HMA Cl. ___-Inch ___.” 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. Locations of existing surfacing to be planed are as shown in the Drawings. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-59 Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and reshape the surface to remove irregularities. The finis hed 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 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 planing depth. All debris resulting from the planing operation shall become the property of the Contractor and be disposed of in accordance with Section 2-03.3(7)C. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any ad ditional depth planing, the Contractor is encouraged to 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. 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 Contr actor’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 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 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-60 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 tra ffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. The Engineer may require the application of water at the Contractor’s expense to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)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, rail, and castings, before planing, see Section 5 - 04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type 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 equipment as it relates to meeting Specification requirements. c. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. d. Sequencing of density testing, and other sampling and testing. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-61 5-04.3(15) Sealing Pavement Surfaces The Contractor shall apply a fog seal to all travel lanes and allow it to cure prior to opening the lane to traffic, when the wearing course is placed after October 1 and before April 1. Fog Seal must be completely cured before pavement markings are applied. Construct the fog seal in accordance with Section 5-02.3. The cost of providing and applying the fog seal shall be considered as incidental work to the various bid items and no separate payment will be made. 5-04.3(16) HMA Road Approaches Where asphalt driveways or road approach HMA aprons are shown on the Plans, they shall be constructed with 0.40-foot compacted depth of crushed surfacing top course and 0.20-foot compacted depth of HMA. The portion of the driveways not paved with asphalt shall be surfaced with 0.25-foot compacted depth crushed surfacing top course. Materials used for construction of driveways and road approaches shall be paid at the unit contract prices for “HMA Cl. ___-Inch ___” and “Crushed Surfacing Top Course.” Driveway matchlines shall be cut or scored with an approved pavement cutter prior to excavation. Any portion of the existing driveway (road approach) beyond the construction limits that is damaged by the Contractor’s operations shall be replaced in kind to the satisfaction of the Engineer at no expense to the Contracting Agency. All transitions to existing asphalt concrete and cement concrete driveways, curb, asphalt thickened edge for gutter, and walkways shall be vertically sawcut full depth with straight, uniform edges, or milled if shown on the plans. Existing asphalt pavement may be cut with a wheel, provided the wheel cut is full depth and no damage occurs to the pavement which is to remain. 5-04.4 Measurement No measurement will apply. HMA will be included in the lump sum payment item for "Spare Conduit, Complete." 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: HMA will be included in the lump sum payment item for "Spare Conduit, Complete." 8-02 ROADSIDE RESTORATION 8-02.1 Description Supplement this section with the following: This work consists of preparing sub-grade or topsoil and replacing landscaping material as directed by the Engineer. 8-02.3 Construction Requirements 8-02.3(2) Work Plans Replace Item 1 with the following: Roadside Work Plan: This plan is not required on this project. 8-02.3(17) Landscape Restoration (New Section) The following new section shall be added to the Standard Specifications: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-62 “Landscape Restoration” shall include all landscape restoration at locations as directed by the Engineer. 8-02.5 Payment Supplement this section with the following: “Landscape Restoration”, by force account as provided in Section 1 -09.6. Force account work was factored into number of contract working days. No additional working days will be considered for force account work within the contract force account amounts. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements Supplement this section with the following: Testing requirements shall be as follows: Project Quantity Test Requirement Less than 5CY None 5CY – 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways Supplement this section with the following: Cement concrete traffic curb and gutter constructed on this project shall be as shown on the Detail s. Full Height or “Barrier” cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used on the roadway as shown on the Plans. Depressed or “Driveway” cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used at all driveway and wheel chair ramp locations as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter which does not comply with the section details on the Plans shall be removed and replaced at the Contractor’s expense. The new concrete curb and gutter shall be cured in accordance w ith Section 5-05.3(13)A of the Standard Specifications. Application of the curing compound shall be in a ccordance with the manufacturer’s recommendations. First-class workmanship and finish will be required on all portions of concrete curb and gutter wo rk. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and gutter which does not comply with the section details o n the Plans, or in the Engineer’s opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contra ctor's expense. Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or methods. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-63 8-04.5 Payment Supplement this section with the following: The unit contract price per linear foot for “Cement Conc. Traffic Curb and Gutter,” shall include steel reinforcement in driveway or catch basins sections. This unit contract price shall apply to all curb types including barrier, driveway, spill, and pedestrian (except pedestrian curb adjacent to curb ramps), and curb transitions. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3 Construction Requirements Supplement this section with the following: Testing requirements shall be as follows: Project Quantity Test Requirement Less than 5CY None 5CY – 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic yards, test requirements shall be based on con crete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-14.3(3) Placing and Finishing Concrete Supplement this section with the following: Expansion joints, using 1/2” thick pre-molded material (AASHTO M213) at full depth, shall be perpendicular and provided at a maximum spacing of thirty (30) feet, at cold joints and at each side of driveway. See WSDOT Standard Plans F-40 for joints at pedestrian ramps. Sidewalk construction joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush with the finished concrete surface. Concrete finish shall be in accordance with Section 6-02.3(14). All sidewalks not located in driveway entrance areas shall be four (4) inches in thick ness. All concrete approaches located behind a depressed curb and gutter section including wings, shall be six (6) inches in thickness. Concrete sidewalk shall be cured in accordance with Section 5-05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accor dance with the manufacturer's recommendations. Failure to properly cure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. Sidewalk ramps shall be constructed as shown on the Plans in accordance with the Standard Plans or as shown otherwise in the Details. First-class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed. Cement conc rete sidewalk which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-64 the Contractor’s equipment or methods be unable to produce sidewalk meeting the requirements of the Plans and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment or methods. The finish shall be a light broom finish, or as noted in the plans, or as approved by the Engineer. A non- uniform finish, an overworked finish, a finish where a cement layer has formed, discolored, is spalling, or a finish damaged by the weather, will not be accepted, and shall be replaced at the C ontractor’s expense. 8-14.3(5) Detectable Warning Surface (January 13, 2021 WSDOT GSP) The first paragraph of Section 8-14.3(5) is revised to read: The detectable warning surface shall be located as shown in the Contract Plans or Standard Plans. Placement of the detectable warning surface shall be in accordance with the manufacturer’s recommendation for placement in fresh concrete, before the concrete has reached initial set, or on a hardened cement concrete surface Glued or stick down Detectable Warning Surfaces are allowed on asphalt surfaces only for temporary work zone applications. 8-14.4 Measurement Supplement this section with the following: There will be no measurement of the lump sum item, “Median Cut-Through”. Replace the second paragraph with the following: Cement concrete curb ramps will be measured per each regardless of curb ramp type and shall include installation of pedestrian curb and detectable warning surface. 8-14.5 Payment Supplement this section with the following: “Cement Conc. Sidewalk ___-Inch Thick,” per square yard. “Cement Conc. Curb Ramp,” per each. Payment for pedestrian curb and detectable warning surface shall be included in payment for “Cement Conc. Curb Ramp.” The lump sum contract price for “Median Cut-Through”, shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to construct a complete median cut - through as shown on the Plans and herein specified, includin g excavation, backfilling, cement conc. sidewalk 4-inch thick, curb and gutter, pedestrian curb, aggregate, detectable warning surfaces, and restoring facilities destroyed or damaged during construction. All additional materials and labor not shown on the Plans or called for herein and which are required to complete the median cut-through per manufacturer recommendations shall be considered as incidental to the construction and be included in the lump sum contract price, and no additional compensation shall be allowed. Payment for crushed surfacing top course placed under sidewalks and sidewalk ramps shall be considered as incidental work to the various bid items and no separate payment will be made. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 Description Supplement this section with the following: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-65 The work under this item includes furnishing and installation of a pedestrian hybrid beacon system complete in place. The work under Additive Schedule B includes furnishing and installation of underground PVC conduit with pull rope. 8-20.2 Materials Supplement this section with the following: The provisions of Section 9-29 shall apply, except for the following modifications or additions: Conduit: Below grade conduit on this project shall be Schedule 80 PVC, 2" diameter, conforming to NEMA TC 2. Rigid Steel Conduit and Fittings shall be used for all bends, entrances, and exits of pull boxes and where required by code. Conduit bends shall have no less than 12 -Inch radius. Conduit installation depth to top of pipe shall be 18” cover. Bedding material shall include crushed surfacing top course, and Select Backfill material shall include crushed surfacing base course or crushed surfacing top course per City of Pasco Construction Standards. Pavement restoration depths for asphalt and base rock shall be 3” HMA and 10” CSBC per City of Pasco Standard Detail ST-2C and ST-3. A 1/8-Inch braided nylon rope, 450 pounds minimum breaking strength, shall be installed in each conduit run with two (2) feet doubled back at each termination. When the conductors are pulled, a rope shall be re-pulled with the conductor and left for future use. Pull rope shall be installed in all spare conduits. Pedestrian Hybrid Beacon System: The pedestrian hybrid beacon system shall be equipped with the following: (4) EA. 3-signal beacon assemblies (2) EA. pedestrian signal head (2) EA. push button (1) EA. small cabinet housing the Mikros EIC DC controller with built -in conflict monitor (2) EA. no maintenance absorbed glass mat (AGM) battery (2) EA. high efficiency self cleaning solar panels (2) EA. aluminum mounting bracket for pole (2) EA. 14’ aluminum post, base, and foundation All hardware necessary for complete installation Each solar flashing LED beacon system shall meet the following specifications: Efficient, Low-Power DC Controller 2 watts Spread Spectrum Radio 900 MHz frequency Controller Compact Size 7"W x 5.5"D x 9"H LED 5 Watts Flash Pattern MUTCD Compliant; alternating, unison Sign Substrate (30" or 36" signs) 080" Highway grade aluminum Warranty 25 months The solar powered pedestrian hybrid beacon system shall be as manufactured by ELTEC® and supplied by BKK Enterprises, LLC. (206-593-0575) or approved equal. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-66 8-20.2(2) Equipment List and Drawings Delete the first paragraph and replace it with the following: The contractor shall submit all working drawings, shop drawings, sample articles, catalog cuts, and Requests for Approval of Material Source (RAMS) for electrical items at the Pre-Construction Conference. The Contractor shall order all major electrical items within ten working days of approval of these submittals and shall provide a copy of the order authorization, purchase order, or release -to- ship to the Engineer. No extension of contract working days or suspension of contract time shall be granted due to the Contractor’s failure to submit RAMS and/or order electrical items in accordance with this paragraph. 8-20.3 Construction Requirements 8-20.3(1) General Supplement this section with the following: Prior to installation, the Contractor shall inform the Engineer when the equipment has arrived on-site. The Engineer will compare the supplied equipment to the approved shop drawings prior to installation and must be present during installation to check for socket settings and orientation. The Contractor is responsible for coordinating with the Department of Labor and Industries and the Engineer, all required inspections. 8-20.3(2) Excavating and Backfilling Delete the first paragraph and replace it with the following: The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible damage to streets, sidewalks, and other improvements. The trenches shall not be excavated wider than necessary for the proper installation of the conduit. Excavation shall not be performed until immediately prior to installation of conduit and/or structures. The material from the excava tion shall be placed so as to cause the least interference to vehicular and pedestrian traffic and to surface drainage. All surplus excavated material shall be removed and disposed of by the Contractor. Backfilling shall be as shown on the Plans and shall conform to the provisions specified herein. Compaction of conduit trenches and structure backfill shall be accomplished by a method which will result in backfill compacted to at least 95% of maximum density. 8-20.3(4) Foundations Supplement this section with the following: The top six inches (anchor base) of the concrete foundation shall be formed and finished with a concrete pad, 18” square, with 3/4-Inch chamfer edges, and the top shall be at finish sidewalk grade. The anchor base shall be separated from adjacent concrete surfaces by means of expansion joints. Forms for the anchor bases shall be true to line and grade and the conduit ends and anchor bolts shall be held in proper position and height by means of a temporary template. A fter standards are plumbed, the Contractor shall grout between the base plate and anchor base as shown on the Plans. Precast bases meeting contract requirements are acceptable for use. If the Contractor elects to use precast bases, the Contractor shall furnish, install, and compact six (6) inches of crushed surfacing top course below the base, and backfill/compact around the sides with clean native material or crushed surfacing as directed. The precast base top shall be set six inches below finish sidewa lk grade and a six-inch depth concrete pad with 3/4-inch chamfer edges shall be formed and finished at the ground surface as shown on the Plans. The concrete pad shall be separated from adjacent concrete surfaces my means of expansion joints. All requirements pertaining to use of precast bases shall be considered as incidental work to the various bid items and no separate payment will be made. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-67 8-20.3(5) Conduit Supplement this section with the following: The ends of conduits for future connection shall be marked with an 8’ treated 2x4 inside of an 8’ steel stud, painted red, extending 24”-36” above finished ground surface. Fiberglass markers may be proposed for approval consideration by the City Engineer. 8-20.4 Measurement Supplement this section with the following: There will be no measurement of the lump sum item, “Spare Conduit, Complete”. There will be no measurement of the lump sum item, “Pedestrian Hybrid Beacon System, Complete”. 8-20.5 Payment Delete this entire section and replace it with the following: The lump sum contract price for "Pedestrian Hybrid Beacon System, Complete" shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to construct a complete and functional pedestrian hybrid beacon system as shown on the Plans and specified herein, including excavation, backfilling, concrete foundations, poles, two 3 -signal beacon assemblies for each approach, one pedestrian signal head at each end of crosswalk, pedestrian push buttons, self- contained solar power system, solar panels, accessories, restoring facilities destroyed or damaged during construction, and making all required tests. All additional materials and labor not shown on the Plans or called for herein and which are required to complete the various systems shall be considered as incidental work to the various bid items and no separate payment will be made. The lump sum contract price for “Spare Conduit, Complete” shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to construct spare conduit as shown on the Plans and specified herein, including sawcutting, pavement and base removal, trenching, bedding, conduit, caps, pull string, end marker posts, select backfill full depth, base rock, asphalt surfacing, pavement markings, and L&I inspection. All additional materials and labor not shown on the Plans or called for herein and which are required to install the new conduit shall be considered as incidental work to the various bid items and no separate payment will be made. 8-21 PERMANENT SIGNING 8-21.2 Materials Supplement this section with the following: Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel tubing. Socket sleeves for the sign post shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated steel tubing. 8-21.3 Construction Requirements Supplement this section with the following: Socket sleeves for sign posts shall be set in 12" diameter x 18" deep base of class 3000 cement concrete at finish grade so that erected signs will be plumb with roadway/sidewalk. The Contractor shall correct any misaligned socket sleeves at his own expense. 8-21.5 Payment Supplement this section with the following: G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-68 All costs associated with the relocating, furnishing, and installation of traffic signs shall be included in the lump sum bid item, “Permanent Signing.” 8-22 PAVEMENT MARKING 8-22.1 Description Supplement this section with the following: This work includes temporary pavement markings as described in the Plans. 8-22.2 Materials Supplement this section with the following: Arrows, letters, symbols, stop lines, and crosswalks shall be Type B – Pre-formed Fused Thermoplastic. All lines shall be Type A – Liquid Hot Applied Thermoplastic. Striping material type may vary only with written approval from the City Engineer. 8-22.5 Payment Supplement this section with the following: The lump sum bid price for “Pavement Markings” shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item of work in place, including temporary and permanent markings, dimensional layout in the field, cleaning pavement surfaces, removal of existing pavement markings, and furnishing and installing all markings, as shown on the Plans. Crosswalk and stop line markings shall be Plastic Type B, 125 mil. thickness. APPENDIX A WSDOT STANDARD PLANS G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 1 Standard Plans (September 13, 2021) The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01, effective September 13, 2021, is made a part of this contract. The Standard Plans are revised as follows: B-90.40 Valve Detail – DELETED C-8 DELETED C-8A DELETED C-60.10 Sheet 1, ADD Note: NOTE: STEEL WELDED WIRE REINFORECMENT DEFORMED FOR CONCRETE MAY BE SUBSITUTED FOR REINFORCING STEEL IN ACCORDANCE WITH STANDARD SPECIFICATION, SECTION 6-10.3 Sheet 2, New Note 5: The connecting pin may be fabricated with a forged head as shown on Standard Plan C-60.15.” C-85.16 DELETED C-85.20 DELETED D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.30 Wall Type 5 may be used in all cases. D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 2 D-15.10 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.20 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. G-90.11 DELETED G-90.40 DELETED J-20.26 Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.” J-20.16 View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE J-.21-10 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN) X 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS ~ ¾” (IN) X 30” (IN) FULL THREAD ~ FOUR REQ’D PER ASSEMBLY” Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance form the bottom of the foundation to find 2 #4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the t op of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 1)” Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” J-21.15 Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. J-21.16 Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 3 J-40.10 Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER” J-40.36 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-40.37 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for th e cover.” Is revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-75.20 Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware.” G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 4 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00.............. 8/7/07 A-30.35-00 ............. 10/12/07 A-50.10-01 .............. 8/17/21 A-10.20-00............ 10/5/07 A-40.00-00 ............... 8/11/09 A-50.40-01 .............. 8/17/21 A-10.30-00............ 10/5/07 A-40.10-04 ............... 7/31/19 A-60.10-03 ............ 12/23/14 A-20.10-00............ 8/31/07 A-40.15-00 ............... 8/11/09 A-60.20-03 ............ 12/23/14 A-30.10-00............ 11/8/07 A-40.20-04 ............... 1/18/17 A-60.30-01 .............. 6/28/18 A-30.30-01 6/16/11 A-40.50-02 ............. 12/23/14 A-60.40-00 .............. 8/31/07 B-5.20-03................ 9/9/20 B-30.50-03 ............... 2/27/18 B-75.20-03 .............. 8/17/21 B-5.40-02.............. 1/26/17 B-30.60-00 ................. 9/9/20 B-75.50-01 ............. .6/10/08 B-5.60-02.............. 1/26/17 B-30.70-04 ............... 2/27/18 B-75.60-00 ................ 6/8/06 B-10.20-02.............. 3/2/18 B-30.80-01 ............... 2/27/18 B-80.20-00 ................ 6/8/06 B-10.40-02............ 8/17/21 B-30.90-02 ............... 1/26/17 B-80.40-00 ................ 6/1/06 B-10.70-02............ 8/17/21 B-35.20-00 ................. 6/8/06 B-85.10-01 .............. 6/10/08 B-15.20-01.............. 2/7/12 B-35.40-00 ................. 6/8/06 B-85.20-00 ................ 6/1/06 B-15.40-01.............. 2/7/12 B-40.20-00 ................. 6/1/06 B-85.30-00 ................ 6/1/06 B-15.60-02............ 1/26/17 B-40.40-02 ............... 1/26/17 B-85.40-00 ................ 6/8/06 B-20.20-02............ 3/16/12 B-45.20-01 ............... 7/11/17 B-85.50-01 .............. 6/10/08 B-20.40-04............ 2/27/18 B-45.40-01 ............... 7/21/17 B-90.10-00 ................ 6/8/06 B-20.60-03............ 3/15/12 B-50.20-00 ................. 6/1/06 B-90.20-00 ................ 6/8/06 B-25.20-02............ 2/27/18 B-55.20-03 ............... 8/17/21 B-90.30-00 ................ 6/8/06 B-25.60-02............ 2/27/18 B-60.20-02 ................. 9/9/20 B-90.40-01 .............. 1/26/17 B-30.05-00.............. 9/9/20 B-60.40-01 ............... 2/27/18 B-90.50-00 ................ 6/8/06 B-30.10-03............ 2/27/18 B-65.20-01 ............... 4/26/12 B-95.20-02 .............. 8/17/21 B-30.15-00............ 2/27/18 B-65.40-00 ................. 6/1/06 B-95.40-01 .............. 6/28/18 B-30-20-04 ........... 2/27/18 B-70.20-00 ................. 6/1/06 B-30.30-03............ 2/27/18 B-70.60-01 ............... 1/26/17 B-30-40-03 ........... 2/27/18 C-1 .......................... 9/9/20 C-22.16-07 ............... 9/16/20 C-60.70-00 .............. 9/24/20 C-1b ........................ 9/9/20 C-22.40-08 ............... 9/16/20 C-60.80-00 .............. 8/17/21 C-1d .................... 10/31/03 C-22.45-05 ............... 9/16/20 C-70.15-00 .............. 8/17/21 C-2c ...................... 8/12/19 C-23.60-04 ............... 7/21/17 C-70.10-03 .............. 8/20/21 C-4f ....................... 8/12/19 C-24.10-02 ............... 8/12/19 C-75.10-02 .............. 9/16/20 C-6a .................... 10/14/09 C-25.20-07 ............... 8/20/21 C-75.20-03 .............. 8/20/21 C-7 ........................ 6/16/11 C-25.22-06 ............... 8/20/21 C-75.30-03 .............. 8/20/21 C-7a ...................... 6/16/11 C-25.26-05 ............... 8/20/21 C-80.10-02 .............. 9/16/20 C-8 ........................ 2/10/09 C-25.30-01 ............... 8/20/21 C-80.20-01 ............ 6/11/140 C-8a ...................... 7/25/97 C-25.80-05 ............... 8/12/19 C-80.30-02 .............. 8/20/21 C-20.10-07 ........... 8/20/21 C-60.10-01 ............... 9/24/20 C-80.40-01 .............. 6/11/14 C-20.14-04 ........... 8/12/19 C-60.15-00 ............... 8/17/21 C-85.10-00 ................ 4/8/12 C-20.15-02 ........... 6/11/14 C-60.20-00 ............... 9/24/20 C-85.11-01 .............. 9/16/20 C-20.18-03 ........... 8/12/19 C-60.30-01 ............... 8/17/21 C-85.15-02 .............. 8/27/21 C-20.40.08............ 8/20/21 C-60.40-00 ............... 8/17/21 C-85-18-02 .............. 8/20/21 C-20.41-03 ........... 8/20/21 C-60.45-00 ............... 8/17/21 C-20.42-05 ........... 7/14/15 C-60.50-00 ............... 8/17/21 C-20.45.02............ 8/12/19 C-60.60-00 ............... 8/17/21 D-2.04-00 ........... 11/10/05 D-2.80-00 ............... 11/10/05 D-10.10-01 .............. 12/2/08 D-2.06-01 ............... 1/6/09 D-2.84-00 ............... 11/10/05 D-10.15-01 .............. 12/2/08 D-2.08-00 ........... 11/10/05 D-2.88-00 ............... 11/10/05 D-10.20-01 ................ 8/7/19 D-2.32-00 ........... 11/10/05 D-2.92-00 ............... 11/10/05 D-10.25-01 ................ 8/7/19 D-2.34-01 ............... 1/6/09 D-3.09-00 ................. 5/17/12 D-10.30-00 ................ 7/8/08 D-2.36-03 ............. 6/11/14 D-3.10-01 ................. 5/29/13 D-10.35-00 ................ 7/8/08 D-2.46-02 ............. 8/13/21 D-3.11-03 ................. 6/11/14 D-10.40-01 .............. 12/2/08 D-2.60-00 ........... 11/10/05 D-3.15-02 ................. 6/10/13 D-10.45-01 .............. 12/2/08 D-2.62-00 ........... 11/10/05 D-3.16-02 ................. 5/29/13 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 5 D-2.64-01 ............... 1/6/09 D-3.17-02 ................... 5/9/16 D-2.66-00 ........... 11/10/05 D-4 ......................... 12/11/98 D-2.68-00 ........... 11/10/05 D-6 ........................... 6/19/98 E-1 ........................ 2/21/07 E-4 ........................... 8/27/03 E-2 ........................ 5/29/98 E-4a ......................... 8/27/03 F-10.12-04 ............ 9/24/20 F-10.62-02 ............... 4/22/14 F-40.15-04 .............. 9/24/20 F-10.16-00 .......... 12/20/06 F-10.64-03 ............... 4/22/14 F-40.16-03 .............. 6/29/16 F-10.18-02 ............ 9/24/20 F-30.10-04 ............... 9/25/20 F-45.10-03 .............. 8/31/21 F-10.40-04 ............ 9/24/20 F-40.12-03 ............... 6/29/16 F-80.10-04 .............. 7/15/16 F-10.42-00 ............ 1/23/07 F-40.14-03 ............... 6/29/16 G-10.10-00 ........... 9/20/07 G-26.10-00............... 7/31/19 G-20.10-03 ........... 8/20/21 G-30.10-04............... 6/23/15 G-22.10-04 ........... 6/28/18 G-50.10-03............... 6/28/18 G-24.10-00 .......... 11/8/07 G-90.10-03............... 7/11/17 G-24.20-01 ............. 2/7/12 G-90.20-05............... 7/11/17 G-24.30-02 ........... 6/28/18 G-90.30-04............... 7/11/17 G-24.40-07 ........... 6/28/18 G-95.10-02............... 6/28/18 G-24.50-05 ............. 8/7/19 G-95.20-03............... 6/28/18 G-24.60.05 ........... 6/28/18 G-95.30-03............... 6/28/18 G-25.10-05 ........... 9/16/20 H-10.10-00 ............. 7/3/08 H-32.10-00 ............... 9/20/07 H-70.10-02 .............. 8/17/21 H-10.15-00 ............. 7/3/08 H-60.10-01 ................. 7/3/08 H-70.20-02 .............. 8/17/21 H-30.10-00 ......... 10/12/07 H-60.20-01 ................. 7/3/08 I-10.10-01 ............. 8/11/09 I-30.20-00 ................ 9/20/07 I-40.20-00 ................ 9/20/07 I-30.10-02 ............. 3/22/13 I-30.30-02 ................ 6/12/19 I-50.20-01 ................ 6/10/13 I-30.15-02 ............. 3/22/13 I-30.40-02 ................ 6/12/19 I-60.10-01 ................ 6/10/13 I-30.16-01 ............. 7/11/19 I-30.60-02 ................ 6/12/19 I-60.20-01 ................ 6/10/13 I-30.17-01 ............. 6/12/19 I-40.10-00 ................ 9/20/07 I-80.10-02 ................ 7/15/16 J-10 ...................... 7/18/97 J-28.40-02 ................ 6/11/14 J-60.13-00 ............... 6/16/10 J-10.10-04 ............ 9/16/20 J-28.42-01 ................ 6/11/14 J-60.14-01 ............... 7/31/19 J-10.12-00 ............ 9/16/20 J-28.43-01 ................ 6/28/18 J-75.10-02 ............... 7/10/15 J-10.14-00 ............ 9/16/20 J-28.45-03 ................ 7/21/16 J-75.20-01 ............... 7/10/15 J-10.15-01 ............ 6/11/14 J-28.50-03 ................ 7/21/16 J-75.30-02 ............... 7/10/15 J-10.16-02 ............ 8/18/21 J-28.60-03 ................ 8/27/21 J-75.41-01 ............... 6/29/16 J-10.17-02 ............ 8/18/21 J-28.70-03 ................ 7/21/17 J-75.45-02 ................. 6/1/16 J-10.18-02 ............ 8/18/21 J-29.10-01 ................ 7/21/16 J-80.10-01 ............... 8/18/21 J-10.20-04 ............ 8/18/21 J-29.15-01 ................ 7/21/16 J-80.12-00 ............... 8/18/21 J-10.21-02 ............ 8/18/21 J-29.16-02 ................ 7/21/16 J-80.15-00 ............... 6/28/18 J-10.22-02 ............ 8/18/21 J-30.10-00 ................ 6/18/15 J-81.10-02 ............... 8/18/21 J-10.25-00 ............ 7/11/17 J-40.05-00 ................ 7/21/16 J-81.12-00 ................. 9/3/21 J-12.15-00 ............ 6/28/18 J-40.10-04 ................ 4/28/16 J-86.10-00 ............... 6/28/18 J-12.16-00 ............ 6/28/18 J-40.20-03 ................ 4/28/16 J-90.10-03 ............... 6/28/18 J-15.10-01 ............ 6/11/14 J-40.30-04 ................ 4/28/16 J-90.20-03 ............... 6/28/18 J-15.15-02 ............ 7/10/15 J-40.35-01 ................ 5/29/13 J-90.21-02 ............... 6/28/18 J-20.10-04 ............ 7/31/19 J-40.36-02 ................ 7/21/17 J-90.50-00 ............... 6/28/18 J-20.11-03 ............ 7/31/19 J-40.37.02 ................ 7/21/17 J-20.15-03 ............ 6/30/14 J-40.38-01 ................ 5/20/13 J-20.16-02 ............ 6/30/14 J-40.39-00 ................ 5/20/13 J-20.20-02 ............ 5/20/13 J-40.40-02 ................ 7/31/19 J-20.26-01 ............ 7/12/12 J-45.36-00 ................ 7/21/17 J-21.10-04 ............ 6/30/14 J-50-05-00 ............... 7/21/17 J-21.15-01 ............ 6/10/13 J-50.10-01 ................ 7/31/19 J-21.16-01 ............ 6/10/13 J-50.11-02 ................ 7/31/19 J-21.17-01 ............ 6/10/13 J-50.12-02 .................. 8/7/19 G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6 J-21.20-01 ............ 6/10/13 J-50.13-00 ................ 8/22/19 J-22.15-02 ............ 7/10/15 J-50.15-01 ................ 7/21/17 J-22.16-03 ............ 7/10/15 J-50.16-01 ................ 3/22/13 J-26.10-03 ............ 7/21/16 J-50.18-00 .................. 8/7/19 J-26.15-01 ............ 5/17/12 J-50.19-00 .................. 8/7/19 J-26.20-01 ............ 6/28/18 J-50.20-00 .................. 6/3/11 J-27.10-01 ............ 7/21/16 J-50.25-00 .................. 6/3/11 J-27.15-00 ............ 3/15/12 J-50.30-00 .................. 6/3/11 J-28.10-02 .............. 8/7/19 J-60.05-01 ................ 7/21/16 J-28.22-00 .............. 8/7/07 J-60.11-00 ................ 5/20/13 J-28.24-02 ............ 9/16/20 J-60.12-00 ................ 5/20/13 J-28.26-01 .......... 12/02/16 J-28.30-03 ............ 6/11/21 K-70.20-01.............. 6/1/16 K-80.35-01 ............... 9/16/20 K-80.10-02............ 9/25/20 K-80.37-01 ............... 9/16/20 K-80.20-00.......... 12/20/06 K-80.32-00............ 8/17/21 K-80.34-00............ 8/17/21 L-10.10-02 ............ 6/21/21 L-40.15-01 ............... 6/16/11 L-70.10-01 ............... 5/21/08 L-20.10-03 ............ 7/14/15 L-40.20-02 ............... 6/21/12 L-70.20-01 ............... 5/21/08 L-30.10-02 ............ 6/11/14 M-1.20-04 ............. 9/25/20 M-11.10-03 ................ 8/7/19 M-40.20-00 ............ 10/12/07 M-1.40-03 ............. 9/25/20 M-12.10-02 .............. 9/25/20 M-40.30-01 .............. 7/11/17 M-1.60-03 ............. 9/25/20 M-15.10-01 ................ 2/6/07 M-40.40-00 .............. 9/20/07 M-1.80-03 ............... 6/3/11 M-17.10-02 ................ 7/3/08 M-40.50-00 .............. 9/20/07 M-2.20-03 ............. 7/10/15 M-20.10-03 .............. 9/25/20 M-40.60-00 .............. 9/20/07 M-2.21-00 ............. 7/10/15 M-20.20-02 .............. 4/20/15 M-60.10-01 ................ 6/3/11 M-3.10-04 ............. 9/25/20 M-20.30-04 .............. 2/29/16 M-60.20-03 .............. 8/17/21 M-3.20-03 ............. 9/25/20 M-20.40-03 .............. 6/24/14 M-65.10-03 .............. 8/17/21 M-3.30-04 ............. 9/25/20 M-20.50-02 ................ 6/3/11 M-80.10-01 ................ 6/3/11 M-3.40-04 ............. 9/25/20 M-24.20-02 .............. 4/20/15 M-80.20-00 .............. 6/10/08 M-3.50-03 ............. 9/25/20 M-24.40-02 .............. 4/20/15 M-80.30-00 .............. 6/10/08 M-5.10-03 ............. 9/25/20 M-24.60-04 .............. 6/24/14 M-7.50-01 ............. 1/30/07 M-24.65-00 .............. 7/11/17 M-9.50-02 ............. 6/24/14 M-24.66-00 .............. 7/11/17 M-9.60-00 ............. 2/10/09 M-40.10-03 .............. 6/24/14 1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7 *PIQMRK *PIQMRK (EXI  (EXI   SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation ‘ LANDING A CURB RAMP FACE OF CURB A ‘ C B SECTION A CURB RAMP CURB RAMP LEGEND CURB RAMP B LANDING LANDING (TYP.)4" FACE OF CURB SIDEWALK SIDEWALK SIDEWALK SIDEWALK CURB AND GUTTER SECTION SECTION CROSSWALKCROSSWALK GRADE BREAK GRADE BREAK GRADE BREAK 3" R. LANDING PLAN VIEW PLAN VIEW TYPE PARALLEL A TYPE PARALLEL B SEE CONTRACT PLANS 1. 2. 3. NOTES LANDINGCURB RAMP (TYP.)4" ISOMETRIC VIEWISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT SLOPE IN EITHER DIRECTION STANDARD PLAN F-40.12-03 ROADWAY TOP OF 5.0% MAX.COUNTER SLOPE VARIESSEE CONTRACT PLANS 4. 5. 6. 7. 8. 9. GRADE BREAK GRADE BREAK SEE CONTRACT PLANS 4’ - 0" MIN. ~ SEE DETECTABLE WARNING SURFACE ~ STANDARD PLAN F-45.10 SEE DETECTABLE WARNING SURFACE ~ STANDARD PLAN F-45.10 PEDESTRIAN CURB ~ SEE NOTE 9 SEE DETECTABLE WARNING SURFACE ~ STANDARD PLAN F-45.10 PEDESTRIAN CURB ~ SEE NOTE 9 SEE CONTRACT PLANS 4’ - 0" MIN. ~ PEDESTRIAN CURB ~ SEE NOTE 9 CURB ~ CEMENT CONCRETE PEDESTRIAN SEE NOTE 9 4’ - 0" MIN. 4’ - 0" MIN. 4’ - 0" MIN. SEE CONTRACT PLANS SEE 3/8" EXPANSION JOINT (TYP.) ~ STANDARD PLAN F-30.10 PARALLEL B" PAY LIMIT ~ "CEMENT CONCRETE CURB RAMP TYPE SEE NOTE 6 PARALLEL A" PAY LIMIT ~ "CEMENT CONCRETE CURB RAMP TYPE SEE NOTE 6 PARALLEL CURB RAMPDRAWN BY: FERN LIDDELL(TYP.)4" * **FORMWORK (8.3% MAX.) ~ SEE NOTE 7 7.5% OR FLATTER RECOMMENDED FOR DESIGN/*** (ALONG INSIDE RADIUS AT BACK OF WALKWAY) (ALONG INSIDE RADIUS AT BACK OF WALKWAY) SEE NOTE 7 15’ - 0" MAX. (TYP.) * ** SEE NOTE 7 15’ - 0" MAX. (TYP.) SEE NOTE 7 15’ - 0" MAX. (TYP.) C * ** * DEPRESSED CURB AND GUTTER DEPRESSED CURB AND GUTTER SEE CONTRACT PLANS 4’ - 0" MIN. ~ SEE CONTRACT PLANS 4’ - 0" MIN. ~ DESIGN/FORMWORK (2% MAX.) 1.5% OR FLATTER RECOMMENDED FOR CURB AND GUTTER SEE DEPRESSED CURB AND GUTTER ~ STANDARD PLAN F-10.12 AND NOTE 6 ** 1 1 CONTRACTION JOINT EQUALLY SPACED 4’ - 0" MIN. OC. FOR CURB RAMP LENGTHS GREATER THAN 8’ - 0"PROVIDE STANDARD PLAN F-30.1 CONTRACTION JOINT (TYP.) ~ SEE 1 CURB RAMP SEE 3/8" (IN) EXPANSION JOINT (TYP.) ~ STANDARD PLAN F-30.10 JOINT (TYP.) ~ SEE 3/8" (IN) EXPANSION STANDARD PLAN F-30.10 JOINT (TYP.) ~ SEE 3/8" EXPANSION STANDARD PLAN F-30.10 Specifications 8-14. Standard Standard Plan F-30.10 F-10.12 Standard Plan Ramp or Landing and there will be no material to retain. Curb Ramp and/or Landing will be at the same elevation as the Curb Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramps and Landings shall receive a broom finish. See walkway. 15-foot max. length is measured on the inside radius along the back of the the15-foot max. measurement. When a ramp is constructed on a radius, the over a horizontal distance of 15 feet. Do not include abutting landing(s) in constant slope from bottom of ramp to top of ramp to match into the sidewalk the running slope of the curb ramp is allowed to exceed 8.3%. Use a single shown in the Contract Plans). When applying the 15-foot max. length, The Curb Ramp length is not required to exceed 15 feet (unless otherwise Pedestrian Curb, or Sidewalks. the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, The Bid Item "Cement Concrete Curb Ramp Type __" does not include See Contract Plans for width and placement of sidewalk. for Cement Concrete Sidewalk Details.See Pedestrian Curb details. for Curb, Curb and Gutter, Depressed Curb and Gutter, and See Contract Plans for the curb design specified. See Curb and Gutter where the Landing connects to the roadway. nances on any part of the Curb Ramp or Landing, or in the Depressed Do not place Gratings, Junction Boxes, Access Covers, or other appurte- break between the two adjacent surface planes shall be flush. Where "GRADE BREAK" is called out, the entire length of the grade roadway must be contained within the width of the crosswalk markings. At marked crosswalks, the connection between the landing and the STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERR ELLEZ TTOCS .R28680 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation MAX.MIN. A B C D D C A A B B 0.65" 0.9" 0.45" 1. 2. 3. 4. NOTES CURB RAMP TRUNCATED DOME SPACING __ A A TRUNCATED DOME SECTION 0.90" 2.40"1.60" 1.40" PEDESTRIAN RAILROAD CROSSING15’ MAX.6’ MIN.15’ MAX.6’ MIN.RAIL LANDING CURB RAMP CURB RAMP LANDING E 0.2"0.2" E PLACEMENT GUIDELINES CURB RAMP SEE NOTE 3 5. 6. PARALLEL CURB RAMP SINGLE DIRECTION CURB RAMP SHOULDERMIN.2’- 0" ISLAND ROUNDABOUT SPLITTER6’ - 0" MIN.DRAWN BY: FERN LIDDELLDETECTABLE WARNING SURFACE DETAIL TRUNCATED DOME DETAILS WALKWAY WIDTH OF SHARED-USE PATH CONNECTION CURB AND GUTTER WALKWAY PATH OR WIDTH OF CURB RAMP MEDIAN CUT-THROUGH ISLAND CUT-THROUGH THROUGH OR WALKWAY CURB RAMP, LANDING, CUT- WALKWAY LANDING, CUT-THROUGH OR MATCH TO WIDTH OF CURB RAMP, WALKWAY PATH OR SHARED-USE WALKWAY (TYP.) USE PATH OR WIDTH OF SHARED- WALKWAY WALKWAY FLAREFLARE WALKWAYWALKWAY LANDING WIDTH OF SEE NOTE 2 BACK OF CURB ~ LANDING > 5 FT. FROM BACK OF CURB) (GRADE BREAK BETWEEN CURB AND WALKWAY CURB RAMP WALKWAY WIDTH OF WALKWAY LANDING SINGLE DIRECTION CURB RAMP BACK OF CURB BREAKGRADE BREAKGRADE 7. 8. SEE NOTE 3 SURFACE (DWS) ~ DETECTABLE WARNING EDGE PAVEMENT MIN. 2’ - 0" LANDING = 5 FT. FROM BACK OF CURB) (GRADE BREAK BETWEEN CURB AND LANDING 2’ - 0" MIN. 2’ - 0" MIN. (SEE NOTE 6) SEE NOTE 2 BACK OF CURB ~ (SEE NOTE 6) (SEE NOTE 6) SEE NOTE 2 BACK OF CURB ~ (SEE NOTE 6) SEE NOTE 2 BACK OF CURB ~ SEE NOTES 4 & 7 SURFACE (DWS) ~ DETECTABLE WARNING SEE NOTE 8 OFFSET SEE NOTES 4 & 5 SURFACE (DWS) ~ DETECTABLE WARNING (TYP.) WIDTH OF CUT-THROUGH SEE NOTE 2 BACK OF CURB ~ SEE NOTE 2 BACK OF CURB ~ SEE NOTE 2 BACK OF CURB ~ SEE NOTE 4 SURFACE (DWS) ~ DETECTABLE WARNING LANDING, OR WALKWAY WIDTH OF CURB RAMP, TRAVEL DIRECTION OF APPLICATIONS TYP. OF ALL 2’ - 0" MIN. ~ SEE NOTE 3 SURFACE (DWS) ~ DETECTABLE WARNING SEE NOTE 3 SURFACE (TYP.) ~ DETECTABLE WARNING SEE NOTE 3 SURFACE (TYP.) ~ DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 3 DETECTABLE WARNING PERPENDICULAR CURB RAMP SURFACE (DWS) ~ SEE NOTE 3 DETECTABLE WARNING STANDARD PLAN F-45.10-02 SURFACE DETECTABLE WARNING FOR COLOR OF SURFACE SEE STANDARD SPECIFICATIONS THROUGH (TYP.) WIDTH OF CUT- (TYP.) WIDTH OF CUT-THROUGH bottom of the curb ramp directly above the grade break. 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the When the grade break between the curb ramp and the landing is less than or equal to the bottom of the ramp and within the required distance from the rail. If a curb ramp is required, the location of the Detectable Warning Surface must be at for sidewalk and curb ramp details. Standard Plans See Detectable Warning Surface shall be placed at the pavement edge. If curb and gutter are not present, such as a shared-use path connection, the The rows of truncated domes shall be aligned to be parallel to the direction of travel. break at the back of curb. The rows of truncated domes shall be aligned to be perpendicular to the grade back of the curb is permitted (measured at the leading corners of the DWS panel). requires a concrete border around the DWS, a variance of up to 2 inches from the at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS with no more than a 2 inch gap between the DWS and the back of the curb measured two leading corners of the DWS panel placed adjacent to the back of the curb, and The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the on each side of the DWS is permitted. the DWS requires a concrete border around the DWS, a variance of up to 2 inches landing, or other roadway entrance as applicable. Exception: If the Manufacturer of The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERR ELLEZ TTOCS .R28680 TYPICAL APPLICATIONS LANE LANE 8’4’2’ (TYP.) 1’1’ 1’ 5’ MAX. (TYP.) 1’ WIDE FOR 4’ SHOULDERS 2’ WIDE FOR SHOULDERS OVER 4’ WIDE 1’ MIN. ‘ ROADWAY ‘ LANE SHOULDER AREA SHOULDER AREA CROSSWALK LINE DETAIL STOP LINE SHEET 1 OF 1 SHEET EDGE OF PAVEMENT, OR FACE OF CURB (WITHOUT GUTTER), OR EDGE OF GUTTER PAN (WHEN THERE IS CURB & GUTTER) (TYP.) INSTALL CROSSWALK LINES IN SHOULDER AREAS ONLY WHEN ADJACENT TO A SIDEWALK OR A SEPARATE WALKWAY (TYP.) SHOULDER EDGE OF CONCRETE GUTTER SIDEWALK SIDEWALK SHOULDER EDGE OF CONCRETE GUTTER SIDEWALK SHOULDER EDGE OF CONCRETE GUTTER EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY MIN.EDGE OF CONCRETE GUTTER SIDEWALK SHOULDER CROSSWALK LAYOUT STANDARD PLAN M-15.10-01DRAWN BY: FERN LIDDELLAPPROVED FOR PUBLICATION DATESTATE DESIGN ENGINEER Washington State Department of Transportation INSTALL CROSSWALK LINES PARALLEL TO THE ROADWAY STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER25335THEODORE J. TR EPA NI EREXPIRES AUGUST 9, 2007 1. NOTES See the Contract Plans for locations of crosswalk centerlines. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline. To the maximum extent possible, crosswalks should be perpendicular to the centerline of the traveled way. 2. 3.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 WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.Ken L. Smith 02-06-07 EW S N 1 HLA PROJECT NO. 21102 CITY OF PASCO PROJECT NO. 21-293 VICINITY MAP NOT TO SCALE CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON SHEET INDEX SHEET 1 SHEET 2 SHEET 3 COVER SHEET SITE PLAN DETAILS Know what's below. before you dig.Call R OCTOBER 2021 FRANKLIN COUNTY WASHINGTON HLA 2803 River Road Yakima, WA 98902 509.966.7000 Fax 509.965.3800 www.hlacivil.comEngineering and Land Surveying, Inc. CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON 3 PROJECT LOCATION N. 20th AvenueN. 20th AvenueTo Student Housing 2HLA2803 River Road Yakima, WA 98902 509.966.7000 Fax 509.965.3800 www.hlacivil.comEngineering and Land Surveying, Inc. CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON 3 CONSTRUCTION NOTES: PAVEMENT MARKING NOTES: GENERAL NOTES: EW S N EW S N E W SN CUT-THROUGH SIDE VIEW TYPE PARALLEL B CURB RAMP DETAIL MEDIAN DETAIL 3HLA2803 River Road Yakima, WA 98902 509.966.7000 Fax 509.965.3800 www.hlacivil.comEngineering and Land Surveying, Inc. CITY OF PASCO NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON 3 NOT TO SCALE STANDARD CONCRETE CURB & GUTTER DEPRESSED - DRIVEWAYS FULL HEIGHT - BARRIER 1.2 NOT TO SCALE SIDEWALK JOINTING1.3 6" THICK CONCRETE APPROACHES AT DRIVEWAYS 4" THICK SIDEWALK SECTION SIDEWALK SECTIONS NOT TO SCALE1.1 CONCRETE PEDESTRIAN CURB NOT TO SCALE2.1 CURB RAMP2.2 EW S N CURB RAMP2.3 EW S N CONDUIT TRENCH SECTION NOT TO SCALE2.4 UNSURFACED AREAS ASPHALT CONCRETE SURFACING GRAVEL SURFACING NOT TO SCALE TRENCH SURFACING REPAIR1.4