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2005-075 Signal Flashers Service Agreement with Knobel Electric, Inc.
City of Yakima Engineering Division SIGNAL FLASHERS N. 6th Street & E. "B" Street N. 6th Street & E. Lincoln Avenue N. 8th Street & E. "B" Street N. 8th Street & E. Lincoln Avenue City Project No. 2126 FA. NO. STPD -0005(173) Construction Contract Specifications & Bid Documents 129 North Second Street Yakima, WA 98901 November 2005 Phone (509) 575-6111 Fax (509) 576-6305 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. ) (% For Meeting Of 3/6/07 ITEM TITLE: Final�Contract Payment For Signal Flashers B Street and East Lincoln Ave SUBMITTED BY: I``Iliam R. Cook Department of Community and Economic Development v CONTACT PERSON/TELEPHONE: Brett Sheffield, Chief Engineer — 576-6797 SUMMARY EXPLANATION: This project consisted of the installation of eight new 12" solar -powered yellow flashing beacons with 48 inch "Watch Cross Traffic" warning signs and eight new 12" solar -powered red beacons with standard "One Way" signs and 48" "Stop" signs, all mounted on steel poles. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the fmal construction cost. Contractor: Knobels Electric Contract Award: 11/21/05 Contract Cost: $92,525.50 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Arterial Street Fund APPROVED FOR SUBMITTAL: -City Manager STAFF RECOMMENDATION: Accept the project and approve fmal construction cost. COUNCIL ACTION: Project accepted and final payment approved. FILE NO. 2126 CONTRACTOR: KNOBELS ELECTRIC PROGRESS ESTIMATE NO.3 FINAL CITY OF YAKIMA, WASHINGTON IMPROVEMENT: SIGNAL FLASHERS B STREET AND E LINCOLN AVE 2/26/2007 MADE BY WL NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 1 SPCC PLAN LS 100% 500.00 500.00 100% 500.00 2 MOBILIZATION LS 100% 3,350.00 3,350.00 100% 3,350.00 3 TRAFFIC CONTROL SUPERVISOR HR 65 34.50 2,242.50 27% 8,280.00 4 PROJECT TEMPORARY TRAFFIC CONTROL LS 100% 5,000.00 5,000.00 100% 5,000.00 5 TRAFFIC CONTROL SYSTEM LS $81,433.00 81,433.00 81,433.00 100% 81,433.00 6 REPAIR OR REPLACEMENT PREVIOUS PAYMENTS 1 $37,810.00 2 $50,089.23 FA 10,000.00 0.00 0% 10,000.00 TOTAL $92,525.50 85% $108,563.00 LESS PREV TOTAL $87,899.23 5% RETAINAE $4,626.28 TOTAL DUE $0.00 I certify that the above estimate is true and correct. \ City Engineer CITY ENGINEERS REPORT COMPETITIVE BIDS WERE OPENED ON November 14, 2005. ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. I RECOMMEND ALL SCHEDULES OF THE CONTRACT BE AWARDED T0: Knobel's Electric, Inc. /-z)- S DATE CI ENGINEER AWARD MADE BY CITY DATE CITY MANAGER CITY OF YAKIMA Signal Flashers N. 6th St. & E. "B" St., N. 6th St. & E. Lincoln Ave. N. 8th St. & E. "B" St., N. 8th St. & E. Lincoln Ave. PROJECT NO. 2126, F.A .NO. STPH-0005 DATE: November 14, 2005 FILE: Signal Flasher BID.PUB SHEET 1 of 1 BID SUMMARY SHEET City of Yakima Signal Flashers N. 6th St. & E. "B" St., N. 6th St. & E. Lincoln Ave. N. 8th St. & E. "B" St., N. 8th St. & E Lincoln Ave. City Project No. 2126 F.A. No. STPH-005(173) ENGINEER'S ESTIMATE KNOBEL'S ELECTRIC, INC. AZTECH ELECTRIC, INC. 5% BID BOND 5% BID BOND 5% BID BOND ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS UNIT PRICE DOLLARS AMOUNT DOLLARS UNIT PRICE DOL- LARS AMOUNT DOLLARS 1 SPCC PLAN 1 LS $750.00 $750.00 $500.00 $500.00 $500.00 $500.00 2 MOBILIZATION 1 LS $15,000.00 $15,000.00 $3,350.00 $3,350.00 $10,000.00 $10,000.00 3 TRAFFIC CONTROL SUPERVISOR 240 HR $35.00 $8,400.00 $34.50 $8,280.00 $56.00 $13,440.00 4 PROJECT TEMPORARY TRAFFIC CONTROL (MIN. $5,000.00 BID) 1 LS $5,000.00 55,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 5 TRAFFIC SIGNAL SYSTEM 1 LS $250,000.00 $250,000.00 $81,433.00 $81,433.00 $74,560.00 $74,560.00 6 REPAIR OR REPLACEMENT 1 FA $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 TOTAL $289,150.00 $108,563.00 $113,500.00 CITY ENGINEERS REPORT COMPETITIVE BIDS WERE OPENED ON November 14, 2005. ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. I RECOMMEND ALL SCHEDULES OF THE CONTRACT BE AWARDED T0: Knobel's Electric, Inc. /-z)- S DATE CI ENGINEER AWARD MADE BY CITY DATE CITY MANAGER CITY OF YAKIMA Signal Flashers N. 6th St. & E. "B" St., N. 6th St. & E. Lincoln Ave. N. 8th St. & E. "B" St., N. 8th St. & E. Lincoln Ave. PROJECT NO. 2126, F.A .NO. STPH-0005 DATE: November 14, 2005 FILE: Signal Flasher BID.PUB SHEET 1 of 1 City of Yakima Engineering Division SIGNAL FLASHERS N. 6th ST. &E."B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE. City Project No. 2126 FA. NO. STPH-0005(173) EXPIEES 11/17/2005 Construction Contract Specifications & Bid Documents November 2005 1 CONTENTS CITY OF YAKIMA SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE. City Project No. 2126 FA. NO. STPH-0005(173) SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS INTRODUCTION 7 AMENDMENTS TO THE 2004 STANDARD SPECIFICATIONS 9 CONTRACT PROVISIONS CITY OF YAKIMA SPECIAL PROVISIONS 77 1-02 BID PROCEDURES AND CONDITIONS 78 1-03 AWARD AND EXECUTION OF CONTRACT 78 1-04 SCOPE OF WORK 78 1-05 CONTROL OF WORK 78 1-06 CONTROL OF MATERIALS 79 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 80 1-08 PROSECUTION AND PROGRESS 94 1-10 TEMPORARY TRAFFIC CONTROL 95 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 95 8-21 PERMANENT SIGNING 96 8-30 REPAIR OR REPLACEMENT (NEW SECTION) 96 9-29 ILLUMINATION, SIGNAL, ELECTRICAL 96 STANDARD PLANS 98 CONTRACT 113 PERFORMANCE BOND 115 INFORMATIONAL CERTIFICATE OF INSURANCE 117 INFORMATIONAL ADDITIONAL INSURED ENDORSEMENT 119 MINIMUM WAGE AFFIDAVIT 121 PREVAILING WAGE RATES PREVAILING WAGE RATES 123 PROPOSAL PROPOSAL 187 ITEM PROPOSAL BID SHEET 189 BID BOND FORM 191 NON -COLLUSION DECLARATION 193 NONDISCRIMINATION PROVISION 195 SUBCONTRACTOR LIST 197 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 199 COUNCIL RESOLUTION 201 AFFIRMATIVE ACTION PLAN 203 BIDDERS CERTIFICATION 205 SUBCONTRACTORS CERTIFICATION 207 PROPOSAL SIGNATURE SHEET 209 BIDDER'S CHECK LIST 211 PLANS & DETAILS Standard Details Construction Plans 3 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on November 14, 2005, and then be opened and publicly read for the construction of: SIGNAL FLASHERS N. 6th ST. & E. "B" ST., N. 6th ST. & E. LINCOLN AVE., N. 8th ST. & E. "B" ST., N. 8th ST. & E. LINCOLN AVE This project consists of the furnishing of all labor, materials, and equipment required for the installation of eight new 12" solar -powered yellow flashing beacons with 48 -inch "WATCH CROSS TRAFFIC" warning signs and eight new 12" solar -powered red beacons with standard "ONE WAY" signs and 48 -inch "STOP" signs, all mounted on 14 -foot steel poles. All equipment, except the aforementioned signs, must be contractor supplied including, but not limited to: concrete pole bases, anchor bolts for the provision of a complete working signal system, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. Plans, Specifications, and bid forms are available from THE OFFICE OF THE CITY ENGINEER located at 129 North 2nd Street, Yakima, WA 98901, and may be obtained fora fee of $50.00 for each set, non-refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at plan centers in Yakima and Kennewick, WA. A pre-bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2nd Street, Yakima, Washington, at 11:00 a.m. on November 8, 2005. The conference will include project discussion and the Affirmative Action Plan. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full 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. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City reserves the right to reject any or all bids and proposals. DATED this 20th day of October, 2005. PUBLISH: October 25, 2005 November 1,2005 November 8,2005 Karen S. Roberts City Clerk 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2004 Standard Specifications INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2004 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 7 AMENDMENTS TO THE 2004 STANDARD SPECIFICATIONS 1-01 DEFINITIONS AND TERMS SCOPE OF WORK 1-01.3 Definitions (October 1, 2005 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State", "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 "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the 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 proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. 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. 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, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date The date by which the work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the contract time. 9 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 1, 2005 1-07.1 Laws to be Observed The first, second, and fourth paragraphs are revised to read: 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 State (including the Governor, Commission, Secretay, and 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. 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 Chapter 49.17 (WISHA) and as set forth in Title 296 WAC (Department of Labor and industries). 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. 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. 1-07.5 Fish and Wildlife and Ecology Regulations The section title is revised to read: 1-07.5 Environmental Regulations 1-07.5(1) General This section is revised to read: Throughout the work, the Contractor shall comply with all current rules of the resource agencies having jurisdiction over the affected areas. Some, though not all, of these rules are summarized below. Any of these agencies may, without prejudice to the Contracting Agency, add rules as needed to protect game, fish, or the rrl• ii rflrl rr.or + Cit IV II WI 1111 111. The following restrictions apply to all work: No work shall occur within the jurisdictional areas unless authorized in the contract provisions and associated environmental permits. 10 No materials shall be placed below the ordinary high water line except as may be specified in the contract. No equipment shall enter waters of the State, except as may be specified in the contract. 1-07.5(2) State Department of Fish and Wildlife Item 7 is deleted. 1-07.5(3) State Department of Ecology This section is revised to read: In doing the work, the Contractor shall: 1. Get a waste discharge permit from the Ecology Department before: a. Washing aggregate; or b. Discharging water from pit sites or excavations into a ground or surface waterway when the water contains turbidity, silt, or foreign materials. 2. Give the Project Engineer a copy of each waste discharge permit before the work begins. 3. Control drainage and erosion in a manner that reduces waterway pollution. 4. Perform work in such a manner that all materials and substances not specifically identified in the contract documents to be placed in the water do not enter waters of the State, including wetlands. 5. Use equipment that is free of external petroleum-based products. 6. Remove accumulations of soil and debris from drive mechanisms (wheels, tracks, tires) and undercarriage of equipment prior to using equipment below the ordinary high water line. 7. Clean loose dirt and debris from all materials placed below the ordinary high water line. No materials shall be placed below the ordinary high water line without the Engineer's approval. 8. Notify the Engineer and Ecology Department immediately should oil, chemicals, or sewage spill into waters of the State. 1-07.7(2) Load Limit Restrictions Item 1 is supplemented with the following: If the Contractor desires to utilize work methods resulting in load that exceed any of the restrictions described above, the Contractor shall submit calculations and other supporting information (as specified in Section 6-01.6 for bridges under construction) to the Engineer for approval in accordance with Sections 6-01.6 and 11 6-01.9. The Engineer will review the calculations and supporting information to determine if the loading meets the criteria specified in Section 6-01.6. The Contractor shall not place or operate construction vehicles or equipment on or over the structure until receiving the Engineer's approval of the submittal. 1-07.11(10)B Required Records and Retention The third and fourth paragraphs are revised to read: Monthly Employment Utilization Reports WSDOT Form #820-010 or substitute form as approved by the Contracting Agency. This form is required for all federally assisted projects if the contract is equal to or greater then $10,000 and for every associated subcontract equal to or greater than $10,000. These monthly reports are to be maintained in the respective Contractor or subcontractor's records. In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies of the completed WSDOT form 820-010 or approved substitute to the Contracting Agency by the fifth of each month throughout the term of the contract. The Contractor shall also collect and submit these forms monthly from every subcontractor who holds a subcontract with a value of $100,000 or more. Failure to submit the required reports by their due dates may result in the withholding of progress estimate payments. 1-07.13(4) Repair of Damage This section 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 using the estimated bid item "Reimbursement for Third Party Damage". In the event the Contracting Agency pays for damage to the Contractor's work or for damage to the Contractor's equipment caused by third parties, any claim the Contractor had or may have had against the third party shall be deemed assigned to the Contracting Agency, to the extent of the Contracting Agency's payment for such damage. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Reimbursement For Third Party Damage" in the proposal to become a part of the total bid by the Contractor. 1-07.14 Responsibility for Damage The first paragraph is revised to read: 12 The State, Governor, Commission, Secretary, and all officers and employees of the State, including but not limited to those of the Department, will not be responsible in any manner: for any loss or damage that may happen to the work or any part; for any loss of material or damage to any of the materials or other things used or employed in the performance of work; for injury to or death of any persons, either workers or the public; or for damage to the public for any cause which might have been prevented by the Contractor, or the workers, or anyone employed by the Contractor. The first sentence of the third paragraph is revised to read: Subject to the limitations in this section, the Contractor shall indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and all officers and employees of the State from all claims, suits, or actions brought for injuries to, or death of, any persons or damages resulting from construction of the work or in consequence of any negligence regarding the work, the use of any improper materials in the work, caused in whole or in part by any act or omission by the Contractor or the agents or employees of the Contractor during performance or at any time before final acceptance. In addition to any remedy authorized by law, the State may retain so much of the money due the Contractor as deemed necessary by the Engineer to ensure indemnification until disposition has been made of such suits or claims. This section is supplemented with the following: The Contracting Agency will forward to the Contractor all claims filed against the State according to RCW 4.92.100 that are deemed to have arisen in relation to the Contractor's work or activities under this contract, and, in the opinion of the Contracting Agency, are subject to the defense, indemnity, and insurance provisions of these Standard Specifications. Claims will be deemed tendered to the Contractor and insurer, who has named the State as a named insured or an additional insured under the contract's insurance provisions, once the claim has been forwarded via certified mail to the Contractor. The Contractor shall be responsible to provide a copy of the claim to the Contractor's designated insurance agent who has obtained/met the contract's insurance provision requirements. Within 60 calendar days following the date a claim is sent by the Contracting Agency to the Contractor, the Contractor shall notify the Claimant and WSDOT (Risk Management Office, PO Box 47418, Olympia, WA 98504-7418) of the following: a. whether the claim is allowed or is denied in whole or in part, and, if so, the specific reasons for the denial of the individual claim, and if not denied in full, when payment has been or will be made to the claimant(s) for the portion of the claim that is allowed, or b. if resolution negotiations are continuing. In this event, status updates will be reported no longer than every 60 calendar days until the claim is resolved or a lawsuit is filed. 13 If the Contractor fails to provide the above notification within 60 calendar days, then the Contractor shall yield to the Contracting Agency sole and exclusive discretion to allow all or part of the claim on behalf of the Contractor, and the Contractor shall be deemed to have WAIVED any and all defenses, objections, or other avoidances to the Contracting Agency's allowance of the claim, or the amount allowed by the Contracting Agency, under common law, constitution, statute, or the contract and these Standard Specifications. If all or part of a claim is allowed, the Contracting Agency will notify the Contractor via certified mail that it has allowed all nr part of the claim and make appropriate payments to the claimant(s) with State funds. Payments of State funds by the Contracting Agency to claimant(s) under this section will be made on behalf of the Contractor and at the expense of the Contractor, and the Contractor shall be unconditionally obligated to reimburse the Contracting Agency for the "total reimbursement amount", which is the sum of the amount paid to the claimant(s), plus all costs incurred by the Contracting Agency in evaluating the circumstances surrounding the claim, the allowance of the claim, the amount due to the claimant, and all other direct costs for the Contracting Agency's administration and payment of the claim on the Contractor's behalf. The Contracting Agency will be authorized to withhold the total reimbursement amount from amounts due the Contractor, or, if no further payments are to be made to the Contractor under the contract, the Contractor shall directly reimburse the Contracting Agency for the amounts paid within 30 days of the date notice that the claim was allowed was sent to the Contractor. In the event reimbursement from the Contractor is not received by the Contracting Agency within 30 days, interest shall accrue on the total reimbursement amount owing at the rate of 12 per cent per annum calculated at a daily rate from the date the contractor was notified that the claim was allowed. The Contracting Agency's costs to enforce recovery of these amounts are additive to the amounts owing. 1-07.15(1) Spill Prevention, Control and Countermeasures Plan This section is revised to read: The Contractor shall prepare a project specific spill prevention, control and countermeasures (SPCC) plan to be used for the duration of the project. The plan shall be submitted to the Engineer prior to the commencement of any on site construction activities. The Contractor shall maintain a copy of the plan at the work site, including any necessary updates as the work progresses. If hazardous materials are encountered during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. Hazardous material, as referred to within this specification, is defined in RCW 70.105.010 under "Hazardous Substances". Occupational safety and health requirements that may pertain to SPCC planning are contained in but not limited to WAC 296-824 and WAC 296-843. The SPCC plan shall address the following project -specific information: 1. SPCC Plan Elements A. Site Information 14 Identify general site information useful in construction planning, recognizing potential sources of spills, and identifying personnel responsible for managing and implementing the plan. B. Project Site Description Identify staging, storage, maintenance, and refueling areas and their relationship to drainage pathways, waterways, and other sensitive areas. Specifically address: the Contractor's equipment maintenance, refueling, and cleaning activities. the Contractor's on site storage areas for hazardous materials. C. Spill Prevention and Containment For each of the locations identified in B, above, specifically address: 1. Spill prevention and containment measures to be used at each location. 2. The method of collecting and treating, or disposing of runoff from each location. 3. The method of diverting project runoff from each location. D. Spill Response Outline spill response procedures including assessment of the hazard, securing spill response and personal protective equipment, containing and eliminating the spill source, and mitigation, removal and disposal of the material. E. Standby, On -Site, Material and Equipment The plan shall identify the equipment and materials the Contractor will maintain on site to carry out the preventive and responsive measures for the items listed. F. Reporting The plan shall list all federal, state and local agency telephone numbers the Contractor must notify in the event of a spill. G. Program Management Identify site security measures, inspection procedures and personnel training procedures as they relate to spill prevention, containment, response, management and cleanup. H. Preexisting Contamination If preexisting contamination in the project area is described elsewhere in the plans or specifications, the SPCC plan shall indicate measures the Contractor will take to conduct work without allowing release or further spreading of the materials. 15 I. Work Below the Ordinary High Water Line Identify equipment that will be used below the ordinary high water line. Outline daily inspection and cleanup procedures that ensure equipment is free of all external petroleum-based products. Identify refueling procedures for equipment that cannot be moved from below the ordinary high water line. 2. Attachments A. Site plan showing the locations identified in (1. B. and 1. C.) noted previously. B. Spill and Incident Report Forms, if any, that the Contractor will be using. Implementation Requirements The Contractor shall implement prevention and containment measures identified in the SPCC plan prior to performing any of the following: Placing materials or equipment in staging or storage areas Equipment refueling Equipment washing Stockpiling contaminated materials Payment The lump sum contract price for the "SPCC Plan" shall be full pay for: 1. AH costs associated with creating the SPCC plan. 2. AH costs associated with providing and maintaining on site standby materials and equipment described in the SPCC plan. 3. All costs associated with implementing the prevention and containment measures identified in the approved SPCC plan. As to other costs associated with spills the contractor may request payment as provided for in the Contract. No payment shall be made if the spill was caused by or resulted from the Contractor's operations, negligence or omissions. 1-07.16(1) Private/Public Property This section is revised to read: The Contractor shall not use Contracting Agency owned or controlled property other than that directly affected by the contract work without the approval of the Engineer. If the Engineer grants such approval, the Contractor shall then vacate the area when ordered to do so by the Engineer. Approval to temporarily use the property shall not create any entitlement to further use or to compensation for any conditions or requirements imposed. 16 The Contractor shall protect private or public property on or in the vicinity of the work site. The Contractor shall ensure that it is not removed, damaged, destroyed, or prevented from being used unless the contract so specifies. Property includes land, utilities, trees, landscaping, improvements legally on the right-of-way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and other property of all description whether shown on the plans or not. If the Engineer orders , or if otherwise necessary, the Contractor shall install protection, acceptable to the Engineer, for property such as that listed in the previous paragraph. The Contractor is responsible for locating and protecting all property that is subject to damage by the construction operation. If the Contractor (or agents/employees of the Contractor) damage, destroy, or interfere with the use of such property, the Contractor shall restore it to original condition. The Contractor shall also halt any interference with the property's use. If the Contractor refuses or does not respond immediately, the Engineer may have such property restored by other means and subtract the cost from money that will be or is due the Contractor. The Contractor may access the worksite from adjacent properties. The Contractor shall not use or allow others to use this access to merge with public traffic. During non -working hours, the Contractor shall provide a physical barrier that is either locked or physically unable to be moved without equipment. The access shall not go through any existing structures. The access may go through fencing. The Contractor shall control or prevent animals from entering the worksite to the same degree that they were controlled before the fence was removed. The Contractor shall prevent persons not involved in the contract work from entering the worksite through the access or through trails and pathways intersected by the access. If the contract documents require that existing trails or pathways be maintained during construction, the Contractor will insure the safe passage of trail or pathway users. The Contractor shall effectively control airborne particulates that are generated by use of the access. The location and use of the access shall not adversely affect wetlands or sensitive areas in any manner. The Contractor shall be responsible for obtaining all haul road agreements, permits and/or easements associated with the access. The Contractor shall replace any fence, repair any damage and restore the site to its original state when the access is no longer needed. The Contractor shall bear all costs associated with this worksite access. 1-07.16(2) Vegetation Protection and Restoration The new paragraph below is inserted to follow the third paragraph: Any pruning activity required to complete the work as specified shall be performed by persons qualified as a Certified Arborist at the direction of the Engineer. In the fifth paragraph, "Guide for Plant Apprp/sal, Eighth Edition" is revised to read "Guide for Plant Appraisal, Current Edition". 1-07.16(3) Fences, Mailboxes, Incidentals The first sentence in the first paragraph is revised to read: The Contractor shall maintain any temporary fencing to prevent pedestrians from entering the worksite and to preserve livestock, crops, or property when working through or adjacent to private property. 1-07.18 Public Liability and Property Damage Insurance This section is revised to read: 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 Secretary (Section 1-05.12). 1. Owners and Contractors Protective Insurance providing bodily injury and property damage liability coverage with limits of $3,000,000 per occurrence and in the aggregate for each policy period, written on Insurance Services Office (ISO) form 000009 together with Washington State Department of Transportation Amendatory Endorsement No. CG 29 08, specifying the State of Washington as a named insured. The Contractor may choose to terminate this insurance after the date of Substantial Completion as determined by the Engineer or, should Substantial Completion not be achieved, after the date of Physical Completion as determined by the Engineer. In the event the Contractor elects to terminate this coverage, prior to acceptance of the contract, the Contractor shall first obtain an endorsement to the Commercial General Liability Insurance described below that establishes the Contracting Agency on that policy as an additional insured. 2. 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 Tess than $3,000,000. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the work. 3. Commercial Automobile Liability insurance providing bodily injury and property damage liability coverage for all owned and nonowned 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 State named as an additional insured in connection with the Contractor's Performance of the contract. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or contain provisions for a deductible. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain such provisions. If a de'hctible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, 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 Department of Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504- 7420, 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 45 days 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 five working days 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 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. 1-07.20 Patented Devices, Materials, and Processes This section is revised to read: The Contractor shall assume all costs arising from the use of patented devices, materials, or processes used on or incorporated in the work, and agrees to indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and their duly authorized agents and employees from all actions of any nature for, or on account of the use of any patented devices, materials, or processes. 1-07.23(1) Construction Under Traffic The first paragraph is supplemented with the following: The Contractor shall enter interstate highways only through legal movements from existing roads, streets, and through other access points specifically allowed by the contract documents. The fourth sentence in the second paragraph is revised to read: Deficiencies not caused by the Contraclttr's operations shall be repaired by the Contractor, when ordered by the Engineer, at the Contracting Agency's expense. In the sixth paragraph, 3. "C", the first sentence is revised to read: Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off with 2 feet between the drop-off and the back of the barrier and a new edge of pavement stripe a minimum of 2 feet from the face of the barrier. 1-07.26 Personal Liability of Public Officers This section is revised to read: Neither the Governor, the Commission, the Secretary, the Engineer, nor any other officer or employee of the State shall be personally liable for any acts or failure to act in connection with the contract, it being understood that in such matters, they are acting solely as agents of the State. SECTION 1-09, MEASUREMENT AND PAYMENT August 1, 2005 1-09.1 Measurement of Quantities The third paragraph is supplemented with the following: Hour - measured for each hour that work is actually performed. Portions of an hour will be rounded up to a half hour. 1-09.6 Force Account On page 1-91, under "For Labor", the fourth and fifth sentences in the second paragraph are deleted. 1-09.7 Mobilization Under the second paragraph, item 3 is revised to read: When the substantial completion date has been established for the project, payment of any amount bid for mobilization in excess of 10 percent of the total original contract amount will be paid. 1-10 TEMPORARY TRAFFIC CONTROL August 1 2005 Section 1-10 is revised in its entirety to read: 1-10.1 General The Contractor, utilizing contractor labor and contractor -provided equipment and materials (except when such labor, equipment or materials are to be provided by the Contracting Agency as specifically identified herein), shall pian, manage, supervise and perform all temporary traffic control activities needed to support the work of the contract. 1-10.1(1) Materials Materials shall meet the requirements of the following sections: Stop/Slow Paddles Construction Signs Wood Sign Posts 20 9-35.1 9-35.2 9-35.3 Sequential Arrow Signs 9-35.4 Portable Changeable Message Signs 9-35.5 Barricades 9-35.6 Traffic Safety Drums 9-35.7 Barrier Drums 9-35.8 Traffic Cones 9-35.9 Tubular Markers 9-35.10 Warning Lights and Flashers 9-35.11 Truck -Mounted Attenuator 9-35.12 1-10.1(2) Description The Contractor shall provide flaggers, spotters and all other personnel required for labor for traffic control activities and not otherwise specified as being furnished by the Contracting Agency. The Contractor shall perform all procedures necessary to support the contract work. The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on or adjacent to highways, roads, or streets. No work shall be done on or adjacent to the roadway until all necessary signs and traffic control devices are in place. The traffic control resources and activities described shall be used for the safety of the public, of the Contractor's employees, and of the Contracting Agency's personnel and to facilitate the movement of the traveling public. Traffic control resources and activities may be used for the separation or merging of public and construction traffic when such use is in accordance with a specific approved traffic control plan. Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and remove signs; or provide, erect, maintain, and remove other traffic control devices when ordered to do so by the Engineer, the Contracting Agency may, without further notice to the Contractor or the Surety, perform any of the above and deduct all of the costs from the Contractor's payments. The Contractor shall be responsible for providing adequate labor, sufficient signs, and other traffic control devices, and for performing traffic control procedures needed for the protection of the work and the public at all times regardless of whether or not the labor, devices or procedures have been ordered by the Engineer, furnished by the Contracting Agency, or paid for by the Contracting Agency. Wherever possible when performing contract work, the Contractor's equipment shall follow normal and legal traffic movements. The Contractor's ingress and egress of the work area shall be accomplished with as little disruption to traffic as possible. Traffic control devices shall be removed by picking up the devices in a reverse sequence to that used for installation. This may require moving backwards through the workzone. When located behind barrier or at other locations shown on approved traffic control plans, equipment may operate in a direction opposite to adjacent traffic. 21 The Contractor is advised that the Contracting Agency may have entered into operating agreements with one or more law enforcement organizations for cooperative activities. Under such agreements, at the sole discretion of the Contracting Agency, law enforcement personnel may enter the workzone for enforcement purposes and may participate in the Contractor's traffic control activities. The responsibility under the contract for all traffic control resides with the Contractor and any such participation by law enforcement personnel in Contractor traffic control activities will be referenced in the Special Provisions or will be preceded by an agreement and, if appropriate, a cost adjustment. Nothing in this contract is intended to create an entitlement, on the part of the Contractor, to the services or participation of the law enforcement organization. 1-10.2 Traffic Control Management 1-10.2(1) General It is the Contractor's responsibility to plan, conduct and safely perform the work. The Contractor shall manage temporary traffic control with his or her own staff. Traffic control management responsibilities shall be formally assigned to one or more company supervisors are actively involved the pinnnin... and ....a of field a..__a supervisors v:�v:.� who C.d: actively involved in the plQl11111i QI d iI IQIIGII,. a ul It Iield LLUIItl dLit activities. The Contractor shall provide the Engineer with a copy of the formal assignment. The duties of traffic control management may not be subcontracted. The Contractor shall designate an individual or individuals to perform the duties of the primary Traffic Control Supervisor (TCS). The designation shall also identify an alternate TCS who can assume the duties of the primary TCS in the event of that person's inability to perform. The TCS shall be responsible for safe implementation of approved Traffic Control Plans provided by the Contractor. The designated individuals shall be certified as worksite traffic control supervisors by one of the organizations listed in the Special Provisions. Possession of a current flagging card by the TCS is mandatory. A traffic control management assignment and a TCS designation are required on all projects that will utilize traffic control. The Contractor shall maintain 24-hour telephone numbers at which the Contractor's assigned traffic control management personnel and the TCS can be contacted and be available upon the Engineer's request at other than normal working hours. These persons shall have the resources, ability and authority to expeditiously correct any deficiency in the traffic control system. 1-10.2(1)A Traffic Control Management The responsibilities of the Contractor's traffic control management personnel shall include: 1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) to ensure that proper safety and traffic control measures are implemented and consistent with the specific requirements created by the Contractor's workzones and the Contract. Some form of oversight shall be in place and effective even when the traffic control management personnel are not present at the jobsite. 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCPs) which are compatible with the work operations and traffic control for which they will be implemented. Having the latest adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) including the Washington State 22 Modifications to the MUTCD and applicable standards and specifications available at all times on the project. 3. Discussing proposed traffic control measures and coordinating implementation of the Contractor -adopted traffic control plan(s) with the Engineer. 4. Coordinating all traffic control operations, including those of subcontractors and suppliers, with each other and with any adjacent construction or maintenance operations. 5. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, city or county engineering, medical emergency agencies, school districts, and transit companies. 6. Overseeing all requirements of the contract that contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 7. Reviewing the TCS's diaries daily and being aware of field traffic control operations. 8. Being present on-site a sufficient amount of time to adequately satisfy the above - listed responsibilities. Failure to carry out any of the above -listed responsibilities shall be a failure to comply with the contract and may result in a suspension of work as described in Section 1-08.6. 1-10.2(1)B Traffic Control Supervisor A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized or less frequently, as authorized by the Engineer. The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be available to the job site within a 45 -minute time period after notification by the Engineer. The TCS's duties shall include: 1. Having a current set of approved traffic control plans (TCPs), applicable contract provisions as provided by the Contractor, the latest adopted edition of the MUTCD, including the Washington State Modifications to the MUTCD, the book Quality Guidelines for Work Zone Traffic Control Devices, and applicable standards and specifications. 2. Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected at least once per hour during working hours except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more shall also be inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). The TCS shall correct, or arrange to have corrected, any deficiencies noted during these inspections. 23 3. Preparing a daily traffic control diary on each day that traffic control is performed using DOT Forms 421-040A and 421-040B, and submitting them to the Engineer no later than the end of the next working day. The Contractor may use alternate forms if approved by the Engineer. Diary entries shall include, but not be limited to: a. Time of day when signs and traffic control devices are installed and removed, b. Location and condition of signs and traffic control devices, c. Revisions to the traffic control plan, d. Lighting utilized at night, and P. Observations of traffic conriitions. 4. Making minor revisions to the traffic control plan to accommodate site conditions provided that the original intent of the traffic control plan is maintained and the revision has the concurrence of both the Contractor and the Engineer. 5. Attending traffic control coordinating meetings or coordination activities as necessary for full understanding and effective performance. 6. Ensuring that all needed traffic control devices and equipment are available and in good working condition prior to the need to install or utilize them. The TCS may perform the work described in Section 1-10.3(1)A Flaggers and Spotters or it In Section 1-10.3(1)B Other Traffic Control tr of Labor provided that the duties of the TCS are accomplished. 1-10.2(2) Traffic Control Plans The traffic control plan or plans appearing in the contract documents show a method of handling traffic. All construction signs, flaggers, spotters and other traffic control devices are shown on the traffic control plan(s) except for emergency situations. Where mainline contract traffic control plans are developed with the intent of operating without the use of flaggers or spotters, the plans shall contain a note that states, "NO FLAGGERS OR SPOTTERS". The use of flaggers or spotters to supplement these traffic control plans will not be allowed except in a case where no other means of traffic control can be used or in the event of an emergency. If the Contractor proposes the use of flaggers or spotters with one of these plans, this will constitute a modification requiring approval by the Engineer. The modified plans shall show locations for all the required advance warning signs and a safe, protected location for the flagging station. If flagging is to be performed during hours of darkness, the plan shall include appropriate illumination for the flagging station. When the Contractor's chosen method of performing the work in the contract requires some form of temporary traffic control, the Contractor shall either: (1.) designate and adopt, in writing, the traffic control plan or plans from the contract documents that support that method; or (2.) submit a Contractor's pian that modifies, supplements or replaces a plan from the contract documents. Any Contractor -proposed modification, supplement or replacement shall show the necessary construction signs, flaggers, spotters and other traffic control devices required to support the work. Any Contractor - proposed traffic control plan shall conform to the established standards for plan development as shown in the MUTCD, Part VI. The Contractor's submittal, either designating and adopting a traffic control plan from the contract documents or proposing a Contractor -developed plan, shall be provided to the Engineer for approval at least ten calendar days in advance of the time the signs and other traffic control devices are 24 scheduled to be installed and utilized. The Contractor shall be solely responsible for submitting any proposed traffic control plan or modification, obtaining the Engineer's approval and providing copies of the approved Traffic Control Plans to the Traffic Control Supervisor. 1-10.2(3) Conformance to Established Standards Flagging, signs, and all other traffic control devices and procedures furnished or provided shall conform to the standards established in the latest WSDOT adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. Department of Transportation and the Washington State Modifications to the MUTCD. Judgment of the quality of devices furnished will be based upon Quality Guidelines for Work Zone Traffic Control Devices, published by the American Traffic Safety Services Association. Copies of the MUTCD and Quality Guidelines for Work Zone Traffic Control Devices may be purchased from the American Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, Virginia 22406-1022. The Washington State Modifications to the MUTCD may be obtained from the Department of Transportation, Olympia, Washington 98504. In addition to the standards of the MUTCD described above, the Contracting Agency has scheduled the implementation of crashworthiness requirements for most workzone devices. The National Cooperative Highway Research Project (NCHRP) Report 350 has established requirements for crash testing. Workzone devices are divided into four categories. Each of those categories and, where applicable, the schedule for implementation is described below: Category 1 includes those items that are small and lightweight, channelizing, and delineating devices that have been in common use for many years and are known to be crashworthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, flexible delineator posts, and plastic drums. All Category 1 devices used on the project shall meet the requirements of NCHRP 350 as certified by the manufacturer of the device. Category 2 includes devices that are not expected to produce significant vehicular velocity change, but may otherwise be hazardous. Examples of this class are barricades, portable sign supports and signs, intrusion alarms and vertical panels. All new Category 2 devices purchased after October 1, 2000 shall meet the requirements of NCHRP 350. Existing equipment, purchased prior to October 1, 2000, may be used on the project until December 31, 2007. For the purpose of definition, a sign support and sign shall be considered a single unit. A new sign may be purchased for an existing sign support and the entire unit will be defined as "existing equipment." Category 3 is for hardware expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. Barriers, fixed sign supports, crash cushions, truck mounted attenuators (TMA's) and other work zone devices not meeting the definitions of Category 1 or 2 are examples from this category. Many Category 3 devices are defined in the design of the project. Where this is the case, NCHRP 350 requirements have been incorporated into the design and the Contractor complies with the requirements by constructing devices according to the plans and specifications. Where the device is a product chosen by the Contractor, the device chosen must be compliant with the requirements of NCHRP 350. 25 Category 4 includes portable or trailer -mounted devices such as arrow displays, temporary traffic signals, area lighting supports, and portable changeable message signs. There is presently no implementation schedule for mandatory crashworthiness compliance for these devices. The condition of signs and traffic control devices shall be acceptable or marginal as defined in the book Quality Guidelines for Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. A sign or traffic control device determined to be Iunacceptahle shall he removed from the project and replaced within 12 hours of notification. 1-10.3 Traffic Control Labor, Procedures and Devices 1-10.3(1) Traffic Control Labor The Contractor shall furnish all personnel for flagging, spotting, for the execution of all procedures related to temporary traffic control and for the setup, maintenance and removal of all temporary y tf al i is control devices and construction signs necessary to control traffic during construction operations. Workers engaged as flaggers or spotters shall wear reflective vests and hard hats. During hours of darkness, white coveralls or white or yellow rain gear shall also be worn. The vests and other apparel shall he in conformance with Section 1-07.8. 1-10.3(1)A Flaggers and Spotters 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. The flagging card shall be immediately available and shown to the Contracting Agency upon request. Flagging stations shall be shown on Traffic Control Plans at locations where construction operations require stopping or diverting public traffic. Flagging stations shall be staffed only when flagging is required. This staffing may be continuous or intermittent, depending on the nature of the construction activity. Whenever a flagger is not required to stop or divert traffic, the flagger shall move away from the flagging station to a safer location. During hours of darkness, flagging stations shall be illuminated in a manner that insures that flaggers can easily be seen but that does not cause glare to the traveling public. Flaggers shall be equipped with portable two-way radios, with a range suitable for the project. The radios shall be capable of having direct contact with project management (foremen, superintendents, etc.). The Contractor shall furnish the MUTCD standard Stop/Slow paddles for all flagging L:._..._ Tt.... specification for nl_.-/(�I�... paddles J1.. Section /� .•1r A /l AA operations. The speci ication Stop/Slow paddles in Section 9-35.1 requires 24 paddles and all new paddles purchased for the project shall conform to those provisions. Previously specified 18" paddles may be used at the request of the Contractor until December 31, 2005. Spotting stations shall be shown on Traffic Control Plans at locations where a spotter can detect errant drivers or other hazards and provide an effective warning to other workers. Spotting stations will not be allowed at locations where the spotter will be in unnecessary danger. The Contractor shall furnish noise -makers or other effective 26 warning devices for spotting operations. The duties of a spotter shall not include flagging. 1-10.3(1)B Other Traffic Control Labor In addition to flagging or spotting duties, the Contractor shall provide personnel for all other traffic control procedures required by the construction operations and for the labor to install, maintain and remove any traffic control devices shown on Traffic Control Plans. 1-10.3(2) Traffic Control Procedures 1-10.3(2)A One -Way Traffic Control The project work may require that traffic be maintained on a portion of the roadway during the progress of the work using one-way traffic control. If this is the case, the Contractor's operation shall be confined to one-half the roadway, permitting traffic on the other half. If shown on an approved traffic control plan or directed by the Engineer, one- way traffic control, in accordance with the MUTCD, shall be provided and shall also conform to the following requirements: In any one-way traffic control configuration, side roads and approaches will be closed or controlled by a flagger or by appropriate approved signing. A side road flagger will coordinate with end flaggers where there is line of sight and with the pilot car where the end flaggers cannot be seen. Queues of vehicles will be allowed to take turns passing through the workzone in the single open lane. When one-way traffic control is in effect, Contractor vehicles shall not use the open traffic lane except while following the same rules and routes required of the public traffic. As conditions permit, the Contractor shall, at the end of each day, leave the work area in such condition that it can be traveled without damage to the work, without danger to traffic, and without one-way traffic control. If, in the opinion of the Engineer, one-way traffic control cannot be dispensed with after working hours, then the operation will be continued throughout the non -working hours. 1-10.3(2)B Rolling Slowdown For work operations on multi -lane roadways that necessitate short-term roadway closures of 15 minutes or less, the Contractor may implement a rolling slowdown. Where included in an approved traffic control plan, a rolling slowdown shall be accomplished using one traffic control vehicle with flashing amber lights for each lane to be slowed down plus one control vehicle to serve as a chase vehicle for traffic ahead of the blockade. The traffic control vehicles shall enter the roadway and form a moving blockade to reduce traffic speeds and create a clear area in front of the moving blockade to accomplish the work without a total stoppage of traffic. A portable changeable message sign shall be placed ahead of the starting point of the traffic control to warn traffic of the slowdown. The sign shall be placed far enough ahead of the work to avoid any expected backup of vehicles. The location where the traffic control vehicles shall begin the slowdown and the speed at which the moving blockade will be allowed to travel will be calculated to accommodate the estimated time needed for closure. The chase control vehicle shall follow the 27 slowest vehicle ahead of the blockade. When the chase vehicle passes, the Contractor may begin the work operation. In the event that the work operation is not completed when the moving blockade reaches the site, all work except that necessary to clear the roadway shall cease immediately and the roadway shall be cleared and reopened as soon as possible. All ramps and entrances to the roadway between the moving blockade and work operation shall be temporarily closed using flaggers. Radio communications between the work operation and the moving blockade shall be established and utilized to adjust the spAAd of the binrkade to accommodate the closure time nccri®ri 1-10.3(2)C Lane Closure Setup/Takedown Where allowed by the contract and where shown on approved traffic control plans or directed by the Engineer, the Contractor shall set up traffic control measures to close one or more lanes of a multi -lane facility. When this is to occur, the following sequence shall be followed: 1. Advance warning signs are set up on the shoulder of the roadway opposite the lane to be closed, 2. Advance warning signs are set up on the same shoulder as the lane to be closed, 3. A truck -mounted attenuator, with arrow board, is moved into place at the beginning of the closure taper, 4. Channelization devices are placed to mark the taper and the length of the closure as shown on the traffic control plan. Once the lane is closed, the TMA/arrow board combination may be replaced with an arrow board without attenuator. If additional lanes are to be closed, this shall be done in sequence with previous lane closures using the same sequence of activities. A truck -mounted attenuator with arrow board is required during the process of closing each additional lane and may be replaced with an arrow board without attenuator after the lane is closed. Each closed lane shall be marked with a separate arrow board at ail times. Traffic control for lane closures shall be removed in the reverse order of its installation. 1-10.3(2)D Mobile Operations Where construction operations are such that movement along the length of a roadway is continuous or near -continuous to the extent that a stationary traffic control layout will not L... effective, .� 1L .� Contractor shall ,I..__..t a _ 1_ •1 _ be euec ive, a he shall implement moving, or mobile, traffic control scheme. Such moving control shall always be conducted in the same direction as the adjacent traffic. Where shown on an approved traffic control plan or where directed by the Engineer, mobile traffic control shall consist of portable equipment, moving with the operation. A portable changeable message sign shall be established in advance of the operation, far enough back to provide warning of both the operation and of any queue of traffic that has formed during the operation. The advance sign shall be continuously moved 28 to stay near the back of the queue at all times. A truck -mounted attenuator, with arrow board, shall be positioned and maintained at a fixed distance upstream of the work. A shadow vehicle, with truck -mounted attenuator shall be positioned and maintained immediately upstream of the work. 1-10.3(2)E Patrol & Maintain Traffic Control Measures At all times, when temporary traffic control measures are in place, the Contractor shall provide for patrolling and maintaining these measures. The work shall consist of resetting mislocated devices, assuring visibility of all devices, cleaning and repairing where necessary, providing maintenance for all equipment, including replacing batteries and light bulbs as well as keeping motorized and electronic items functioning, and adjusting the location of devices to respond to actual conditions, such as queue length, unanticipated traffic conflicts and other areas where planned traffic control has proven ineffective. This work shall be performed by the Contractor, either by or under the direction of the Traffic Control Supervisor. Personnel, with vehicles if necessary, shall be dispatched so that all traffic control can be reviewed at least once per hour during working hours and at least once during each non -working day. 1-10.3(3) Traffic Control Devices 1-10.3(3)A Construction Signs All construction signs required by approved traffic control plans, as well as any other appropriate signs directed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the need for them has ended. Post mounted signs shall be installed as shown in Standard Plans G-1 and G -4a. Sign attachment to posts shall conform to the applicable detail shown in Standard Plan G - 9b. When the need for construction signs has ended, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. No passing zones on the existing roadway that are marked with paint striping and which striping is to be obliterated by construction operations shall be replaced by "Do Not Pass" and "Pass With Care" signs. The Contractor shall provide and install the posts and signs. The signs shall be maintained by the Contractor until they are removed or until the contract is physically completed. When the project includes striping by the Contractor, the signs and posts shall be removed by the Contractor when the no passing zones are reestablished by striping. The signs and posts will become the property of the Contractor. When the Contractor is not responsible for striping and when the striping by others is not completed when the project is physically completed, the posts and signs shall be left in place and shall become the property of the Contracting Agency. All existing signs, new permanent signs installed under this contract, and construction signs installed under this contract that are inappropriate for the traffic configuration at a given time shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. Construction signs will be divided into two classes. Class A construction signs are 29 those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent nature. Class A signs will be designated as such on the approved Traffic Control Plan. "Do Not Pass" and "Pass With Care" signs are classified as Class A construction signs. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. Where it is necessary to add weight to signs for stability, the only allowed method will be a bag of sand that will rupture on impact. The bag of sand shall have a maximum weight of 40 pounds, and shall be suspended no more than 1 foot from the ground. Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project shall be replaced by the Contractor. 1-10.3(3)B Sequential Arrow Signs Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, operate and maintain sequential arrow signs. In some locations, the sign will be shown as a unit with an attenuator. In other locations, the plan will indicate a stand-alone unit. 1-10.3(3)C Portable Changeable Message Sign Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, operate and maintain portable changeable message signs. These signs shall be available, on-site, for the entire duration of their projected use. 1-10.3(3)0 Barricades Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, install and maintain barricades. Barricades shall be kept in good repair and shall be removed immediately when, in the opinion of the Engineer, they are no longer functioning as designed. Where it is necessary to add weight to barricades for stability, the only allowed method will be a bag of sand that will rupture on impact. The bag of sand shall have a maximum weight of 40 pounds, and shall be suspended no more than 1 foot from the ground. 1-10.3(3)E Traffic Safety Drums Where shown on an approved Traffic Control Plan, or where ordered by the Engineer, the Contractor shall provides install and maintain traffic safety drums. Used drums may be utilized, provided all drums used on the project are of essentially the same configuration. The drums shall be designed to resist overturning by means of a weighted lower unit that will separate from the drum when impacted by a vehicle. Drums shall be regularly maintained to ensure that they are clean and that the drum 30 and reflective material are in good condition. If the Engineer determines that a drum has been damaged beyond usefulness, or provides inadequate reflectivity, a replacement drum shall be furnished. When the Engineer determines that the drums are no longer required, they shall be removed from the project and shall remain the property of the Contractor. 1-10.3(3)F Barrier Drums Where shown on approved Traffic Control Plans and as ordered by the Engineer, barrier drums shall be placed on temporary concrete barrier at the following approximate spacing: Concrete Barrier Placement Tangents 1/2 mile or less' Tangents greater than 1/2 miler z Tapers and Curves Barrier Drum Spacing in Feet 2 times posted speed limit 4 times posted speed limit posted speed limit Note 1 A minimum of 3 barrier drums shall be used. Note 2 A minimum of 5 barrier drums shall be used. Temporary concrete barrier reflectors may be excluded when using barrier drums. Both legs of the barrier drums shall be completely filled with sand. The top oval should not be filled. Used barrier drums may be used, provided all barrier drums used on the project are of essentially the same configuration. Barrier drums shall be regularly maintained to ensure that they are clean and that the barrier drum and reflective material are in good condition. If the Engineer determines that a barrier drum has been damaged beyond usefulness, or provides inadequate reflectivity, a replacement barrier drum shall be furnished. When the Engineer determines that the drums are no longer required, they shall be removed from the project and shall remain the property of the Contractor. 1-10.3(3)0 Traffic Cones Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, install and maintain traffic cones. Cones shall be kept in good repair and shall be removed immediately when directed by the Engineer. Where wind or moving traffic frequently displace cones, an effective method of stabilizing cones, such as stacking two together at each location, shall be employed. 1-10.3(3)H Tubular Markers Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, install and maintain tubular markers. Tubular markers shall be kept in good repair and shall be removed immediately when directed by the Engineer. Tubular markers are secondary devices and are not to be used as substitutes for cones or other delineation devices without an approved traffic control 31 plan. Where the Traffic Control Plan shows pavement -mounted tubular markers, the adhesive used to fasten the base to the pavement shall be suitable for the purpose, as approved by the Engineer. During the removal of pavement -mounted tubular markers, care shall be taken to avoid damage to the existing pavement. Any such damage shall be repaired by the Contractor at no cost to the Contracting Agency. 1-10.3(3)! Warning Lights and Flashers Where shown attached to traffic control devices on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide and maintain flashing warning lights. Lights attached to advance warning signs shall be Type B, high- intensity. Lights attached to traffic safety drums, barricades or other signs shall be Type C, steady -burning !ow intensity or, where attention is to be directed to a specific device, Type A, flashing low -intensity units. 1-10.3(3)J Truck -Mounted Attenuator Where chnwn nn an approved traffic control plan or where ordered by Engineer, v..v.... v.. ...... np proved ar ffic asasntrol plan where ere adrde e6d the Engineer, the Contractor shall provide, operate and maintain truck -mounted impact attenuators (TMA). These attenuators shall be available, on-site, for the entire duration of their projected use. The TMA shall be positioned to separate and protect construction workzone activities from normal traffic flow. During use, the attenuator shall be in the full down -and -locked position. For stationary operations, the truck's parking brake shall be set. 1-10.4 Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) When the bid proposal contains the item "Project Temporary Traffic Control", there will be no measurement of unit items for work defined by Section 1-10 except as described in Section 1-10.4(3). Also, except as described in Section 1-10.4(3), all of Sections 1- 10.4(2) and 1-10.5(2) is deleted. Nn specific mit of measurement will apply to the lump sum item of "Project Temporary Traffic Control." 1-10.4(2) Item Bids with Lump Sum for Incidentals When the bid proposal does not contain the item "Project Temporary Traffic Control", Sections 1-10.4(1) and 1-10.5(1) are deleted and the bid proposal will contain some or ail of the following items, measured as noted. No specific unit of measurement will apply to the lump sum item of "Traffic Control Supervisor." "Flaggers and Spotters" will be measured by the hour. Hours will be measured for each flagging or spotting station, shown on an approved Traffic Control Plan, when that station is staffed in accordance with Section 1-10.3(1)A. When a flagging station is staffed on an intermittent basis, no deduction will be made in measured hours provided that the person staffing the station is in a standby mode and is not performing 32 other duties. "Other Traffic Control Labor" will be measured by the hour. With the exception of patrolling and maintaining, hours will be measured for each person engaged in any one of the following activities: • Operating a pilot vehicle during one-way piloted traffic control. • Operating a traffic control vehicle or a chase vehicle during a rolling slowdown operation. • Operating a vehicle or placing/removing traffic control devices during the setup or takedown of a lane closure. Performing preliminary work to prepare for placing and removing these devices. • Operating any of the moving traffic control equipment, or adjusting signing during a mobile operation as described in Section 1-10.3(2)D. • Patrolling and maintaining traffic control measures as described in Section 1- 10.3(2)E. The hours of one person will be measured for each patrol route necessary to accomplish the review frequency required by the provision, regardless of the actual number of persons per route. • Placing and removing Class B construction signs. Performing preliminary work to prepare for placing and removing these signs. • Relocation of Portable Changeable Message Signs within the project limits. • Installing and removing Barricades, Traffic Safety Drums, Barrier Drums, Cones, Tubular Markers and Warning Lights and Flashers to carry out approved Traffic Control Plan(s). Performing preliminary work to prepare for installing these devices. Time spent on activities other than those listed will not be measured under this item. "Construction Signs, Class A" will be measured by the square foot of panel area for each sign designated on an approved Traffic Control Plan as Class A or for each construction sign installed as ordered by the Engineer and designated as Class A at the time of the order. Class A signs may be used in more than one location and will be measured for each new installation. Class B construction signs will not be measured. Sign posts or supports will not be measured. "Sequential Arrow Sign" will be measured by the hour for the time that each sign is operating as shown on an approved Traffic Control Plan or as directed by the Engineer. "Portable Changeable Message Sign" will be measured per each one time only for each portable changeable message sign used on the project. The final pay quantity shall be the maximum number of such signs in place at any one time as approved by the Engineer. "Operation of Portable Changeable Message Sign" will be measured by the hour for 33 each hour of operation. The hours of operation will be determined by the Engineer. Hours of operation in excess of those determined by the Engineer will be at the Contractor's expense. "Truck Mounted Impact Attenuator" will be measured per each one time only for each truck with mounted impact attenuator used on the project. The final pay quantity shall be the maximum number of truck -mounted impact attenuators in place at any one time. "Operation of Truck -Mounted impact Attenuator" will be measured by the hour for each truck -mounted attenuator manned and operated. Manned and operated shall be when the truck -mounted impact attenuator has an operator and is required to move, in operating position, with the construction operation or when moving the TMA from one position to another on the project. No specific unit of measurement will apply to the force account item of "Repair Truck - Mounted Impact Attenuator". No specific unit of measurement will apply to the lump sum item of "Other Temporary Traffic Control". 1-10.4(3) Reinstating Unit Items with Lump Sum Traffic Control The contract provisions may establish the project as lump sum, in accordance with Section 1-10.4(1) and also include one or more of the items included above in Section 1-10.4(2). When that occurs, the corresponding measurement provision in Section 1- 10.4(2) is not deleted and the work under that item will be measured as specified. 1-10.4(4) Owner -Provided Resources The contract provisions may call for specific items of labor, materials or equipment, noted in Section 1-10 as the responsibility of the Contractor, to be supplied by the Contracting Agency. When this occurs, there will be no adjustment in measurement of unit quantities. 1-10.5 Payment 1-10.5(1) Lump Sum Bid for Project (No Unit Items) 1-10.5(2) Item Bids with Lump Sum for Incidentals "Traffic Control Supervisor", lump sum. The lump sum contract payment shall be full compensation for all costs incurred by the Contractor in performing the contract work defined in Section 1-10.2(1)B. "Fiaggers and Spotters", per hour. ThP ►snit cnntrant whnn annliMrl to the ni imhpr of i snits nPasi irMri for this ifam in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the contract work defined in Section 1-10.3(1)A. "Other Traffic Control Labor", per hour. Ti Ie unit 'contract price, when applied to the number of units measured for tiffs iter i m in n accordance with Section 1-10.4(2), shall be full compensation for all labor costs incurred by the Contractor in performing the contract work specifically mentioned for this item in Section 1-10.4(2). 34 "Construction Signs Class A", per square foot. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the contract work described in Section 1-10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" signs must be left in place, a change order, as described in Section 1-04.4, will be required. When the bid proposal contains the item "Sign Covering", then covering those signs indicated in the contract will be measured and paid according to Section 8- 21. "Sequential Arrow Sign", per hour. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the contract work described in Section 1-10.3(3)B. "Portable Changeable Message Sign", per each. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in procuring all portable changeable message signs required for the project and for transporting these signs to and from the project. "Operation of Portable Changeable Message Sign", per hour. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the contract work described in Section 1-10.3(3)C except for costs compensated separately under the items "Other Traffic Control Labor" and "Portable Changeable Message Sign". "Truck -Mounted Impact Attenuator", per each. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the contract work described in Section 1-10.3(3)J except for costs compensated separately under the items "Operation of Truck -Mounted Impact Attenuator" and "Repair Truck -Mounted Impact Attenuator". "Operation of Truck -Mounted Impact Attenuator", per hour. The unit contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in operating truck -mounted impact attenuators on the project. "Repair Truck -Mounted Impact Attenuator", by force account. All costs of repairing or replacing truck -mounted impact attenuators that are damaged by the motoring public while in use as shown on an approved Traffic Control Plan will be paid for by force account as specified in Section 1-09.6. To provide a common proposal for all bidders, the Contracting Agency has estimated the amount of force account for "Repair Truck -Mounted Impact Attenuator" and has entered the amount in the Proposal to become a part of the total bid by the Contractor. Truck -mounted 35 attenuators damaged due to the Contractor's operation or damaged in any manner when not in use shall be repaired or replaced by the Contractor at no expense to the Contracting Agency. "Other Temporary Traffic Control", lump sum. The lump sum contract payment shall be full compensation for all costs incurred by the Contractor in performing the contract work defined in Section 1-10, and which costs are not compensated by one of the above -listed items. 1-10.5(3) Reinstating Unit Items with Lump Sum Traffic Control The contract provisions may establish the project as lump sum, in accordance with Section 1-10.4(1) and also reinstate the measurement of one or more of the items described in Section 1-10.4(2). When that occurs, the corresponding payment provision in Section 1-10.5(2) is not deleted and the work under that item will be paid as specified. 36 SECTION 1-99, APWA SUPPLEMENT August 1, 2005 1-01.3 Definitions (APWA only) page 1-119 The first paragraph under "Add the following:" is revised to read: All references in the Standard Specifications to the terms "State", "Governor", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". Section 1-04.2 (APWA Only) page 1-125 The second paragraph is revised to read: 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. Amendments to Division 1-99 APWA Supplement 6. Division 1-99 APWA Supplement 7. Amendments to the WSDOT/APWA Standard Specifications, 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 9. Contracting Agency's Standard Plans (if any) 10. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction Section 1-07.18.4 (APWA Only) Page 1-134 and 1-135 This section is revised to read: When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the following requirements: An ACORD certificate Form 25-S, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. 37 The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company." Section 1-10 Temporary Traffic Control (APWA Only) page 141 This section is revised to read: 1-10.1(2) Description (APWA only) The third paragraph is revised to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets,. sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS August 1, 2005 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs The section title is revised to read: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence is revised to read: In removing pavement, sidewalks, curbs, and gutters, the Contractor shall: Item 3 is revised to read: 3. Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter that is to remain and the portion to be removed. 2-02.4 Measurement This section is supplemented with the following: No specific unit of measurement shall apply to the lump sum item of removal of structures and obstruction. 2-02.5 Payment The second paragraph is revised to read: If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal will be paid for as part of the quantity removed in excavation. SEC 1 ION 2-09, STRUCTURE EXCAVATION August 1, 2005 2-09.3(1)E Backfilling The first paragraph under Timing is revised to read: Backfill shall not be placed against any concrete structure until the concrete has attained 90 percent of its design strength and a minimum age of 14 days, except that reinforced concrete retaining walls 15 feet in height or less may be backfilled after the wall has attained 90 percent of its design compressive strength and curing requirements of 38 Section 6-02.3(11) are met. Footings and columns may be backfilled as soon as forms have been removed, so long as the backfill is brought up evenly on all sides. 2-09.3(3)A Preservation of Channel This section is revised to read: When foundations or substructures are to be built in or next to running streams, the Contractor shall: -1. Excavate inside cofferdams, caissons, or sheet piling unless dredging or open pit excavation is permitted. 2. Backfill foundations placed inside cofferdams and behind sheet piling prior to removing cofferdams or sheet piling. This backfill shall be level with the original stream bed and shall prevent scouring. 3. Remove any excavation material that may have been deposited in or near the stream so that the watercourse is free from obstruction. 4. Maintain water depth and horizontal clearances required for traffic to pass on navigable streams, furnishing any channel signals or lights required during construction. 5. Place riprap around the outside of cofferdams, as specified, to repair local scour. 2-09.4 Measurement In the third paragraph, the width for pipes 18 inches and over is revised to (1.5 x I.D.) + 18 inches. SECTION 5-04, HOT MIX ASPHALT August 1, 2005 5-04.3(7)A Mix Design The first paragraph "1. General", is revised to read: 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall provide test data demonstrating that the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6) on WSDOT HMA Mix Design Submittal form 350-042. In no case shall the paving begin before the determination of anti -strip requirements has been made. 5-04.3(8)A Acceptance Sampling and Testing - HMA Mixture In Item 2 (Aggregates) the second sentence is revised to read: The acceptance criteria for aggregate properties of sand equivalent, fine aggregate angularity and fracture will be their conformance to the requirements of Section 9- 03.8(2). In item 3, C. (Test Results), the second and third paragraphs are revised to read: Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To challenge test results, the Contractor 39 shall submit a written challenge within five working days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Lab or the State Materials Lab as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation U.S. No. 4 sieve and larger U.S. No. 8 sieve U.S. No. 200 sieve Asphalt binder % Va% Percent passing ±4.0 Percent passing ±2.0 Percent passing ±0.4 Percent binder content ±0.3 Percent Va ±0.7 Item 3, D. (Test Methods) is revised to read: D. Test Methods Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be by WSDOT Standard Operating Procedure 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 WAQTC FOP for AASHTO T 27/T 11. in item 3,E (Test Section - HMA Mixture) the first sentence in the third paragraph is revised to read: For a test section to be acceptable, with or without a verified mix design, the pay factor (PFi) for each of gradation, asphalt binder, VMA, VFA and Va shall be 0.95 or greater, and the remaining test requirements in Section 9-03.8(2) (dust/asphalt ratio, sand equivalent, fine aggregate angularity and fracture) shall conform to the requirements of that Section. 5-04.3(13) Surface Smoothness In the first paragraph, the second sentence is revised to read: The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. 5-04.4 Measurement The first sentence is revised to read: HMA CL. PG , HMA for _ CL. PG _, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the mixture. 5-04-5 Payment The statement for the pay item " Pavement Repair Excavation Incl. Haul" is revised to read: The unit contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the work described in Section 5-04.3(5)E with the exception, however, that all costs involved in the placement of HMA shall be included luded In the Unlit contract price per loll for "HMA for Pavement Repair Cl. PG " per ton. SECTION 6-02, CONCRETE STRUCTURES 40 April 4, 2005 6-02.2 Materials This section is supplemented with the following: Microsilica Fume 9-23.11 6-02.3(2) Proportioning Materials This section is revised to read: The total water soluble Chloride ion (Cl-) content of the mixed concrete shall not exceed 0.06 percent by weight of cementitious material for prestressed concrete nor 0.10 percent by weight of cementitious material for reinforced concrete. An initial evaluation may be obtained by testing individual concrete ingredients for total chloride ion content per AASHTO T 260 and totaling these to determine the total water soluble Chloride ion (CI-) or the total water soluble Chloride ion (Cl-) in accordance with ASTM C 1218. Unless otherwise specified, the Contractor shall use Type 1 or II Portland cement in all concrete as defined in Section 9-01.2(1). The use of fly ash is required for Class 4000D and 4000P concrete. The use of fly ash and ground granulated blast furnace slag is optional for all other classes of concrete. Fly ash, if used, shall not exceed 35 percent by weight of the total cementitious material and shall conform to Section 9-23.9. Ground granulated blast furnace slag, if used, shall not exceed 25 percent by weight of the total cementitious material and shall conform to Section 9-23.10. When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 35 percent by weight of the total cementitious material. The water/cement ratio shall be calculated on the total weight of cementitious material. The following are considered cementitious materials: Portland cement, fly ash, ground granulated blast furnace slag and microsilica. As an alternative to the use of fly ash, ground granulated blast furnace slag and cement as separate components, a blended hydraulic cement that meets the requirements of Section 9-01.2(4) Blended Hydraulic Cements may be used. 6-02.3(2)A Contractor Mix Design The seventh paragraph is revised to read: A high -range water reducer (superplasticizer) may be used in all mix designs. Microsilica fume may be used in all mix designs. The use of a high -range water reducer or microsilica fume shall be submitted as a part of the Contractor's concrete mix design. 6-02.3(4) Ready -Mix Concrete This section is revised to read: All concrete, except commercial concrete and lean concrete shall be batched in a prequalified manual, semi-automatic, or automatic plant as described in Section 6- 02.3(4)A. The Engineer is not responsible for any delays to the Contractor due to problems in getting the plant certified. 6-02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read: 41 Prequalification may be obtained through an inspection conducted by the Plant Manager, defined as the person directly responsible for the daily plant operation, using the NRMCA or WSDOT checklist, through certification by NRMCA, or by an independent evaluation certified by a professional engineer using NRMCA or Contracting Agency guidelines. Information concerning NRMCA certification may be obtained from the National Ready Mix Concrete Association at 900 Spring Street, Silver Springs, MD 20910. The Contracting Agency and the NRMCA certification have similar requirements for plant and delivery equipment. Whereas Plant Manager certification shall be done prior to the start of a project ect and everysix months throughout the life of the project, the p 7" " g p i NRMCA certification shall be good for a two year period. If prequalification is done by the Plant Manager the following shall be performed: 1. The checklist cover page shall be signed by the Plant Manager and notarized. 2. The signed and notarized cover page shall be submitted to the Project Engineer with the concrete mix design (WSDOT Form 350-040), water meter verification, truck list, and admixture dispensing certification. 3. The checklists shall be maintained by the Plant Manager and are subject to review at any time by the Contracting Agency. 4. The water meter shall be verified every six months. In the first sentence of the eighth paragraph, "Engineer" is revised to "Plant Manager". 6-02.3(5)A General In the fourth paragraph, item 2 is revised to read: 2. An individual strength test averaged with the two preceding individual strength tests meets or exceeds specified strength (for the same class and exact mix I.D. of concrete on the same contract). 6-02.3(5)C Conformance to Mix Design This section is revised to read: Cement, coarse and fine aggregate weights shall be within the following tolerances of the mix design: Batch Volumes Tess than or equal to 4 cubic yards Cement +5% -1% Aggregate +10% -2% Batch Volumes more than 4 cubic yards Cement +5% -1% Aggregate +2% -2% If the total cementitious material weight is made up of different components, these component weights shall be within the following tolerances: 1. Portland cement weight plus 5% or minus 1 percent of that specified in the mix design. 2. Fly ash weight plus or minus 5 percent of that specified in the mix design. 42 3. Microsilica weight plus or minus 10 percent of that specified in the mix design. Water shall not exceed the maximum water specified in the mix design. 6-02.3(6)A Weather and Temperature Limits to Protect Concrete The section "Cold Weather Protection" is revised to read: The Contractor is solely responsible for protecting concrete from inclement weather during the entire curing period. The Contractor shall provide a written procedure for cold weather concreting to the Engineer for review and approval. The procedure shall detail how the Contractor will prevent the concrete temperature from falling below 50° F. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Permission given by the Engineer to place concrete during cold weather will in no way ensure acceptance of the work by the Contracting Agency. Should the concrete placed under such conditions prove unsatisfactory in any way, the Engineer shall still have the right to reject the work although the plan and the work were carried out with the Engineer's permission. If weather forecasts predict air temperatures below 35° F during the seven days just after the concrete placement, the Contractor may place the concrete only if his approved cold weather concreting plan is implemented. The Contractor shall provide and maintain a maturity meter in the concrete at a location specified by the Engineer for each concrete placement. During curing, data from the maturity meter shall be readily available to the Engineer. The Contractor shall record and provide time and temperature data on hourly intervals. The Contractor shall not mix nor place concrete while the air temperature is below 35° F, unless the water or aggregates (or both) are heated to at least 70° F. The aggregate shall not exceed 150° F. If the water is heated to more than 150° F, it shall be mixed with the aggregates before the cement is added. Any equipment and methods shall heat the materials evenly. Concrete placed in shafts and piles is exempt from such preheating requirements. The Contractor may warm stockpiled aggregates with dry heat or steam, but not by applying flame directly or under sheet metal. If the aggregates are in bins, steam or water coils or other heating methods may be used if aggregate quality is not affected. Live steam heating is not permitted on or through aggregates in bins. If using dry heat, the Contractor shall increase mixing time enough to permit the super -dry aggregates to absorb moisture. Any concrete placed in air temperatures below 35° F shall be immediately protected. In addition to the monitoring of the concrete temperature with a maturity meter the Contractor shall provide recording thermometers or other approved devices to monitor the surface temperature of the concrete. The concrete surface temperature shall be maintained at or above 50° F and the relative humidity shall be maintained above 80 percent. These conditions shall be maintained for a minimum of seven days or for the cure period required by Section 6-02.3(11), whichever is longer. If artificial heat is used to maintain the temperature inside an enclosure, moisture shall be added to the enclosure to maintain the humidity as stated above. The Contractor shall stop adding moisture 24 hours before removing the heat. 43 If at any period during curing the concrete temperature falls below 50° F on the maturity meter or recording thermometer, no curing time is awarded for that day and the required curing time will be extended day for day where the temperature falls below 50° F. Should the Contractor fail to adequately protect the concrete and the temperature of the concrete falls below 35° F during curing, the Engineer may reject it. 6-02.3(11) Curing Concrete In the first paragraph, item 3 is supplemented with the following: 'When Continuous moisture or wet curing is required, the Contractor actor shall keep the concrete surfaces wet with water during curing. In the second paragraph, the first sentence is revised to read: The Contractor may provide continuous moisture by watering a covering of heavy quilted blankets, by keeping concrete surfaces wet with water continuously and covering with a white reflective type sheeting, or by wetting the outside surfaces of wood forms. 6-02.3(17)K ['.nnrretp Fnrms nn Steel Spans The following new paragraph is inserted between the second and third paragraphs: The compression member or bottom connection of cantilever formwork support brackets shall bear either within six inches maximum vertically of the bottom flange or within six inches maximum horizontally of a vertical web stiffener. The Contractor shall also furnish and install temporary struts and ties to prevent rotation of the steel girder. Partial depth cantilever formwork support brackets that do not conform to the above requirements shall not be used, unless the Contractor submits details showing the additional formwork struts and ties used to brace the steel girder against web distortion caused by the partial depth bracket, and receives the Engineer's approval of the submittal. 6-02.3(17)0 Early Concrete Test Cylinder Breaks The third sentence in the first paragraph is revised to read: The Contractor shall retain a testing laboratory to perform this work. The first paragraph is supplemented with the following: Testing laboratories' equipment shall be calibrated within one year prior to testing and testers must be ACI certified. The first sentence in the fifth paragraph is revised to read: The Contractor shall furnish the Engineer with all test results, proof of equipment calibration, and tester's certification. The sixth paragraph is deleted. 6-02.3(19)A Elastomeric Bearing Pads This section including title is revised to read: 6-02.3(19)A Vacant 6-02.3(19)B Bridge Bearing Assemblies Item 4 is deleted. 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings The eighth paragraph is supplemented with the following: 44 The grout pad may be loaded when a minimum of 4000 psi compressive strength is attained. 6-02.3(21) Drainage of Box Girder Cells This section is supplemented with the following: All drainage holes shall be screened in accordance with the Plan details. 6-02.3(22) Drainage of Substructure The second sentence in the first paragraph is supplemented with the following: Weep holes shall be covered with geotextile meeting the requirements of Section 9-33.2, Table 2 Class C before backfilling. Geotextile screening shall be bonded to the concrete with an approved adhesive. 6-02.3(24)C Placing and Fastening The fifteenth paragraph beginning with "Reinforcing steel bars shall not vary..." is supplemented with the following: Drilled Shafts top of rebar cage elevation +6 in./ -3 in. 6-02.3(24)E Welding Reinforcing Steel The ninth paragraph is revised to read: The minimum preheat and interpass temperature for welding Grade 60 reinforcing bars shall be in accordance with AWS D1.4 Table 5.2 and mill certification of carbon equivalence, per lot of reinforcing. Preheating shall be applied to the reinforcing bars and other splice members within 6 inches of the weld, unless limited by the available lengths of the bars or splice member. The twelfth paragraph is revised to read: Under supervision of the State Materials and Fabrication Inspector, the welder shall weld three test joints of the largest size reinforcing bar to be weld spliced, per type of joint shown in the Plans. Two of the test welds shall be test loaded to no less than 125 percent of the minimum specified yield strength of the bar. The remaining test weld shall be mechanically cut perpendicular to the direction of the welding and macroetched. The macroetch specimen for Flare V groove welds will be inspected for the weld size and effective throat as shown in the Plans. Indirect butt splices shall be cut mechanically at two locations to provide a transverse cross-section of each of the bars spliced in the test assembly. The sections shall show the full cross-section of the weldment, the root of the weld, and any reinforcement. The etched cross-section shall have complete penetration and complete fusion with the base metal and between successive passes in the weld. Groove welds of direct butt splices and flare -groove welds shall not have reinforcement exceeding 1/8 inch in height measured from the main body of the bar and shall have a gradual transition to the base metal surface. No cracks will be allowed in either the weld metal or heat -affected zone. All craters shall be filled to the full cross-section of the weld. Weld metal shall be free from overlay. Undercutting deeper than 1/32 inch will not be allowed except at points where welds intersect the raised pattern of deformations where undercutting less than 1/16 inch deep will be acceptable. The sum of diameters of piping porosity in groove welds shall not exceed 1/8 inch in any linear inch of weld or exceed 9/16 inch in any 6 -inch length of weld. Corrections to welds with shielded metal arc, gas metal arc, or flux -cored arc welding processes shall be made in accordance with Engineer's approval. 6-02.3(25) Prestressed Concrete Girders The fourth paragraph is replaced with the following: 45 The various types of girders are: Prestressed Concrete Girder — Refers to prestressed concrete girders of all types, including prestressed concrete I girders, prestressed concrete wide flange I girders, bulb tee girders, deck bulb tee girders, thin flange deck bulb tee girders, precast prestressed concrete members, spliced prestressed concrete girders, and prestressed concrete tub girders. Prestressed Concrete 1 Girder — Refers to a prestressed concrete girder with a flanged i shaped cross section, requiring a cast -in-place concrete deck to support traffic loads. WSDOT standard girders in this category include Series W42G, W50G, W58G, and W74G. Prestressed Concrete Wide Flange 1 Girder — Refers to a prestressed concrete girder with an I shaped cross section with wide top and bottom flanges, requiring a cast -in-place concrete deck to support traffic loads. WSDOT standard girders in this category include Series WF42G, WF50G, WF58G, WF74G, W83G, and W95G. Bulb Tee Girder — Refers to a prestressed concrete girder, with a wide top flange requiring a cast -in-place concrete deck to support traffic Toads. WSDOT standard girders in this category include Series W32BTG, W38BTG, W50BTG, and W62BTG. Deck Bulb Tee Girder — Refers to a bulb tee girder with a top flange designed to support traffic loads, and designed to be mechanically connected at the flange edges to adjacent girders at the job site. Except where specific requirements are otherwise specified for these girders, deck bulb tee girders shall conform to all requirements specified for bulb tee girders. WSDOT standard girders in this category include Series W35DG, W41 DG, W53DG, and W65DG. Thin Flange Deck Bulb Tee Girder — Refers to a bulb tee girder with a top flange width equal to the girder spacing and requiring a cast -in-place concrete deck to support traffic loads. Except where specific requirements are otherwise specified for these girders, thin flange deck bulb tee girders shall conform to all requirements specified for bulb tee girders. WSDOT standard girders in this category include Series W32TFG, W38TFG, W50TFG, W62TFG, and W74TFG. Precast Prestressed Member (PCPS Member) — Refers to a precast prestressed slab, precast prestressed ribbed section, or a deck double tee girder. PCPS members are designed to be mechanically connected at the flange or member edges to adjacent PCPS members at the job site. Except where specific requirements are otherwise specified for these girders, PCPS members shall conform to all requirements specified for deck bulb tee girders. Double Tee Girder — Refers to a hybrid PCPS member that is similar to a deck double tee girder, except that the top surface is a thin top flange requiring a cast -in- place concrete deck to support traffic loads. Double tee girders shall conform to all requirements specified for bulb tee girders and PCPS members. Spliced Prestressed Concrete Girder — Refers to prestressed concrete girders initially fabricated in segments to be longitudinally spliced together with cast -in-place concrete closures at the job site. Except where specific requirements are otherwise specified for these girders, spliced prestressed concrete girders shall conform to all 46 requirements specified for prestressed concrete girders. Anchorages shall conform to Sections 6-02.3(26)B, 6-02.3(26)C, and 6-02.3(26)D. Ducts shall conform to the Section 6-02.3(26)E requirements for internal embedded installation, and shall be round, unless the Engineer approves use of elliptical shaped ducts. Duct -wedge plate transitions shall conform to Section 6-02.3(26)E. Prestressing reinforcement shall conform to Section 6-02.3(26)F. WSDOT standard girders in this category include Series WF74PTG, W83PTG, and W95PTG. Prestressed Concrete Tub Girder — Refers to prestressed concrete trapezoidal box or bathtub girders including those fabricated in segments to be spliced together with cast -in-place concrete closures at the job site. Except where specific requirements are otherwise specified for these girders, prestressed concrete tub girders shall conform to all requirements specified for prestressed concrete girders and spliced prestressed concrete girders. WSDOT standard girders in this category include Series U**G* or Series UF**G*, where U specifies webs without flanges, UF specifies webs with flanges, ** specifies the girder height in inches, and * specifies the bottom flange width in feet. 6-02.3(25)A Shop Plans The second, third and fourth paragraphs are revised to read: Shop plans shall show the size and location of all cast -in holes for installation of deck formwork hangers and/or temporary bracing. Holes for formwork hangers shall match approved deck formwork plans designed in accordance with Section 6-02.3(16). There shall be no field -drilled holes in prestressed concrete girders. Post -tensioning ducts in spliced prestressed concrete girders shall be located so their center of gravity is in accordance with the Plans. The Contractor shall have the option to furnish Series W74G prestressed concrete girders with minor dimensional differences from those shown in the Plans. The 2 5/8 - inch top flange taper may be reduced to 1 5/8 inches and the bottom flange width may be increased to 2 feet 2 inches. Other dimensions of the girder shall be adjusted as necessary to accommodate the above mentioned changes. Reinforcing steel shall be adjusted as necessary. The overall height and top flange width shall remain unchanged. If the Contractor elects to provide a prestressed concrete girder with an increased web thickness, shop plans along with supporting design calculations shall be submitted to the Engineer for approval prior to girder fabrication. The girder shall be designed for at least the same load carrying capacity as the girder shown in the Plans. The load carrying capacity of the mild steel reinforcement shall be the same as that shown in the Plans. The sixth paragraph is revised to read: The Contractor shall provide five copies of the shop plans to the Engineer for approval, except as otherwise noted. Shop drawings for spliced prestressed concrete girders shall conform to Section 6-02.3(26)A, and seven copies of the shop drawings shall be submitted to the Engineer for approval. The shop drawings for spliced prestressed concrete girders shall include all details related to the post -tensioning operations in the field, including details of hardware required, tendon geometry, blockout details, and details of additional or modified steel reinforcing bars required in cast -in-place closures. Approval of shop plans means only that the Engineer accepts the methods and materials. Approval does not imply correct dimensions. 47 6-02.3(25)B Casting The first paragraph is revised to read: Before casting girders, the Contractor shall have possession of an approved set of shop drawings. Side forms shall be steel except that cast -in-place concrete closure forms for spliced prestressed concrete girders, interior forms of prestressed concrete tub girders, and end bulkhead forms of prestressed concrete girders may be plywood. Interior voids for precast prestressed slabs with voids shall be formed by either wax soaked cardboard or expanded polystyrene forms. The interior void forms shall be secured in the position as shown in the Plans and shall remain in place. The fourth paragraph is revised to read: Air -entrainment is not required in the concrete placed into prestressed precast concrete girders, including cast -in-place concrete closures for spliced prestressed concrete girders, unless otherwise noted. The Contractor shall use air -entrained concrete in the _r� top two inches, minimum, of the roadway deck flange of deck bulb -tee girders, deck double tee girders, and precast prestressed ribbed sections. All concrete for precast prestressed slabs shall be air entrained, except for slabs where the Engineer approves use of air -entrained concrete in the top two inches, only. Maximum and minimum air content shall be as specified in Section 6-02.3(2)A. The sixth paragraph is revised to read: The Contractor may form circular block-outs in the girder top flanges to receive falsework hanger rods. These block-outs shall: 1. Not exceed 1 inch in diameter; 2. Be spaced no more than 72 inches apart longitudinally on the girder; 3. Be located 3 inches or more from the outside edge of the top flange on Series W42G, W50G, and W58G girders, 6 inches or more for Series W74G girders, and 7 inches or more for Series WF42G, WF50G, WF58G, WF74G, WF74PTG, W83G, W83PTG, W95G, W95PTG, W32BTG, W38BTG, W50BTG, W62BTG girders and other bulb tee girders. 6-02.3(25)C Prestressing The sixth paragraph is revised to read: Post -tensioning of spliced prestressed concrete girders shall conform to Section 6- 02.3(26)G, and the following requirements: 1. Before tensioning, the Contractor shall remove all side forms from the cast -in- place concrete closures. From this point until 48 hours after grouting the tendons, the Contractor shall keep all construction and other live loads off the superstructure and shall keep the falsework supporting the superstructure :- place. 2. Once the post -tensioning steel is installed, no welds or welding grounds shall be attached to metal forms, structural steel, or steel reinforcing bars of the structural member. 3. The Contractor shall not tension the post -tensioning reinforcement until the concrete in the cast -in-place closures reaches the minimum compressive strength specified in the Plans (or 5,000 psi if the concrete strength is not 48 specified in the Plans). This strength shall be measured with concrete cylinders made of the same concrete and cured under the same conditions as the cast -in- place closures. 4. All post -tensioning shall be completed before placing the sidewalks and barriers on the superstructure. 6-02.3(25)D Curing The fourth paragraph is revised to read: Curing of cast -in-place concrete closures for spliced prestressed concrete girders shall conform to Section 6-02.3(11). 6-02.3(25)E Contractors Control Strength The sixth through eleventh paragraphs are revised to read: For precast prestressed members, a test shall consist of four cores measuring 3 inches in diameter by 6 inches in height (for slabs) and by the thickness of the web (for ribbed sections). Two cores shall be taken from each side of the member and on each side of the member's span midpoint, at locations approved by the Engineer. The core locations for precast prestressed slabs shall be near mid -depth of the slab, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. The core locations for precast prestressed ribbed sections shall be immediately beneath the top flange, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. For prestressed concrete tub girders, a test shall consist of four cores measuring 3 inches in diameter by the thickness of the web, taken from each web approximately three feet to the left and to the right of the center of the girder span. The cores shall avoid all prestressing strands and steel reinforcing bars. For all other prestressed concrete girders, a test shall consist of three cores measuring 3 inches in diameter by the thickness of the web and shall be removed from just below the top flange; one at the midpoint of the girder's length and the other two approximately 3 feet to the left and approximately 3 feet to the right. The cores shall be taken in accordance with AASHTO T 24 and shall be tested in accordance with WSDOT FOP for AASHTO T 22. The Engineer may accept the girder if the average compressive strength of the four cores from the precast prestressed member, or prestressed concrete tub girder, or of the three cores from any other prestressed concrete girder, is at least 85 percent of the specified compressive strength with no one core less than75 percent of specified compressive strength. If the girder is cored to determine the release strength, the required patching and curing of the patch shall be done prior to shipment. If there are more than three holes or if they are not in a neutral location, the prestress steel shall not be released until the holes are patched and the patch material has attained a minimum compressive strength equal to the required release compressive strength or 4,000 psi, whichever is larger. The Contractor shall coat cored holes with an epoxy bonding agent and patch the holes using the same type concrete as that in the girder, or a mix approved during the annual plant review and approval. The epoxy bonding agent shall meet the requirements of Section 9-26.1 for Type II, Grade 2 epoxy. The girder shall not be shipped until tests show the patch material has attained a minimum compressive strength of 4,000 psi. 49 6-02.3(25)F Prestress Release The third paragraph is revised to read: The Contractor may request permission to release the prestressing reinforcement at a minimum concrete compressive strength less than specified in the Plans. This request shall be submitted to the Engineer for approval in accordance with Section 6-01.9 and shall be accompanied with calculations showing the adequacy of the proposed release concrete compressive strength. The release strength shall not be less than 3,500 psi, except that the release strength for spliced prestressed concrete girders shall not be less than 4,000 psi. The calculated release strength shall meet eet the requirements outlined in the Washington State Department of Transportation Bridge Design Manual for tension and compression at release. The proposed minimum concrete compressive strength at release will be evaluated by the Contracting Agency. Fabrication of girders using the revised release strength shall not begin until the Contracting Agency has provided written approval of the revised release compressive strength. If a reduction of the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that results from the change. 6-02.3(25)G Protection of Exposed Reinforcement The second paragraph is revised to read: Grouting of post -tensioning ducts for spliced prestressed concrete girders shall conform to Section 6-02.3(26)H. 6-02.3(25)H Finishing The fourth paragraph is revised to read: On the deck bulb tee girder section and all precast prestressed members, the Contractor shall test the roadway deck surface portion for flatness. This test shall occur after floating but while the concrete remains plastic. Testing shall be done with a 10 -foot straightedge parallel to the girder centerline and with a flange width straightedge at right angles to the girder centerline. The Contractor shall fill depressions, cut down high spots, and refinish to correct any deviation of more than 1/4 inch within the straightedge length. This section of the roadway surface shall be finished to meet the requirements for finishing roadway slabs, as defined in Section 6-02.3(10) except that, if approved by the Engineer, a coarse stiff broom may be used to provide the finish in lieu of a metal tined comb. 6-02.3(25)1 Tolerances The title, first paragraph, and items 7, 10, and 21 following the first paragraph are revised to read: 6-02.3(25)1 Fabrication Tolerances The girders shall be fabricated as shown in the Plans and shall meet the dimensional tolerances listed below. Construction tolerances of cast -in-place closures for spliced prestressed concrete girders shall conform to the tolerances specified for sp ceri prestressed concrete girders. Actual acceptance or rejection will depend on how the Engineer believes a defect outside these tolerances will affect the structure's strength or appearance: 7. Flange Depth: For I and Wide Flange 1 girders: ± 1/4 inch For bulb tee and deck bulb tee girders: + 1/4 inch, - 1/8 inch For PCPS members: + 1/4 inch, - 1/8 inch 50 site): 10. Longitudinal Position of the Harping Point: Single harping point ± 18 inches Multiple bundled strand groups First bundled strand group Second bundled strand group Third bundled strand group ± 6 inches ± 18 inches ± 30 inches 21.Differential Camber Between Girders in a Span (measured in place at the job For 1, Wide Flange I, bulb tee, and spliced prestressed concrete girders: For deck bulb tee girders: For PCPS members: For prestressed concrete tub girders: 1/8 inch per 10 feet of beam length. Cambers shall be equalized by an approved method when the differences in cambers between adjacent girders or stages measured at mid -span exceeds 1/4 inch. ± 1/4 inch per ten feet of member length measured at midspan, but not greater than ± 1/2 inch total. ± 1/4 inch per ten feet of member length measured at midspan, but not greater than ± 1/2 inch total. 6-02.3(25)J Horizontal Alignment The fourth paragraph is revised to read: The maximum deviation of the side of the precast prestressed slab, or the edge of the roadway deck slab of the deck double tee girder or the precast prestressed ribbed section, measured from a chord that extends end to end of the member, shall be ± 1/8 inch per 10 feet of member length, but not greater than 1/2 inch total. 6-02.3(25)L Handling and Storage The first and second paragraphs are revised to read: During handling and storage, each girder shall always be kept plumb and upright, and each precast prestressed member and prestressed concrete tub girder shall always be kept in the horizontal position as shown in the Plans. It shall be lifted only by the lifting devices (strand lift loops or high-strength threaded steel bars) at either end. For strand lift loops, a minimum 2 inch diameter straight pin of a shackle shall be used through the loops. For high-strength threaded steel bars, the lifting hardware that connects to the bars shall be designed, detailed, and furnished by the Contractor. Series W42G, WF42G, W50G, WF50G, W58G, and WF58G girders, and Series W32BTG, W38BTG, W5OBTG, W62BTG, and W74G girders up to 145 feet in length, can be picked up at a minimum angle of 60 degrees from the top of the girder. All other prestressed girders shall be picked up within 10 degrees of perpendicular to the top of the girder. For some girders, straight temporary top flange strands may be specified in the Plans. Pretensioned top temporary strands for full length prestressed concrete girders shall be 51 unbonded over all but the end 10 feet of the girder length. As an alternative for full length prestressed concrete girders, temporary top strands may be post -tensioned prior to shipment. When temporary top strands are specified for spliced prestressed concrete girders, the temporary top strands shall be post -tensioned prior to lifting the assembled girder. When the post -tensioned alternative is used, the Contractor shall be responsible for properly sizing the anchorage plates, and the reinforcement adjacent to the anchorage plates, to prevent bursting or splitting of the concrete in the top flange. Temporary strands shall be cut or released in accordance with Section 6-02.3(25)N. 6-02.3(25)M Shipping The third and fourth paragraphs are revised to read: No double tee girder, deck double tee girder, precast prestressed slab or precast prestressed ribbed section shall be shipped for at least three days after concrete placement. No deck bulb tee girder or prestressed concrete tub girder shall be shipped for at least seven days after concrete placement, except that deck bulb tee girders or prestressed concrete tub girders may be shipped three days after concrete placement when L/(bd) is less than or equal to 5.0, where L equals the shipping length of the girder, b equals the girder to flange WIULh (for deck bulb tee girders) or the bottom 11m flange width y g p g l� g" 1-.... (for prestressed concrete tub girders), and d equals the girder depth, all in feet. No other girder shall be shipped for at least ten days after concrete placement. Girder support during shipping shall be located as follows unless otherwise shown in the Plans: Centerline Support Within Type of Girder This Distance From Either End Precast Prestressed Members Series W42G, WF42G, W50G and WF50G All bulb tee and deck bulb tee girders, except as noted Series W58G, WF58G, and W62BTG Series W74G and WF74G Series W83G and W95G Series WF74PTG, W83PTG, and W95PTG segments Prestressed concrete tub girder segment 2 feet 3 feet 3 feet 4 feet 5 feet 8 feet 4 feet 4 feet The sixth, seventh and eighth paragraphs are revised to read: If the Contractor elects to assemble spliced prestressed concrete girders into components of two or more segments prior to shipment, the Contractor shall submit shipment support location working drawings with supporting calculations to the Engineer in accordance with Section 6-01.9. The calculations shall show that concrete stresses in the assembled girders will not exceed those listed below. Lateral bracing for shipping is not required for prestressed concrete tub girders and precast prestressed members. Other prestressed concrete girders of lengths equal or shorter than the following will not require lateral bracing for shipping: Maximum Length Not Requiring Type of Girder Bracing for Shipping Series W42G, WF42G, W32BTG, and W38BTG 80 feet 52 Series W50G and WF50G Series W58G, WF58G, W50BTG, and W62BTG All deck bulb tee girders Series W74G and WF74G 100 feet 105 feet 120 feet 130 feet For all girders exceeding these lengths, and all Series WF74PTG, W83G, W83PTG, W95G, and W95PTG girders, the Contractor shall provide bracing to control lateral bending during shipping, unless the Contractor furnishes calculations in accordance with Section 6-01.9 demonstrating that bracing is not necessary. External bracing shall be attached securely to the top flange of the girder. The Contractor is cautioned that more conservation guidelines for lateral bracing may be required for some delivery routes. The Contractor shall submit a bracing plan, with supporting calculations, to the Engineer for approval in accordance with Section 6-01.9. The Contractor shall not begin shipping the girders until receiving the Engineer's approval of the bracing plan, and shall perform all bracing operations at no additional cost to the Contracting Agency. Criteria for Checking Girder Stresses At the Time of Lifting or Transporting and Erecting Stresses at both support and harping points shall be satisfied based on these criteria: 1. Allowable compression stress, fc = 0.60f'cm a. f'cm = compressive strength at time of lifting or transporting verified by test but shall not exceed design compressive strength (f'c) at 28 days in psi + 1,000 psi 2. Allowable tension stress, ksi a. With no bonded reinforcement = 3 times square root (f'cm) <_ 0.20 ksi b. With bonded reinforcement to resist total tension force in the concrete computed on the basis of an uncracked section 6.0 times square root (f cm). The allowable tensile stress in the reinforcement is 30 ksi (AASHTO M-31, Gr. 60) 3 Prestress losses a. 1 day to 1 month = computed losses b. 1 month to 1 year = 75 percent of computed final losses c. 1 year or more = computed final losses 4. Impact on dead load a. Lifting from casting beds = 0 percent b. Transporting and erecting = 20 percent 6-02.3(25)N Prestressed Concrete Girder Erection The fifth paragraph is revised to read: The concrete in piers and crossbeams shall reach at least 80 percent of design strength before girders are placed on them. The Contractor shall hoist girders only by the lifting devices at the ends, always keeping the girders plumb and upright. Once erected, the girders shall be braced to prevent tipping until the intermediate diaphragms are cast and cured. When temporary strands in the top flange are used, they shall be cut after the girders are braced and before the intermediate diaphragms are cast. The Contractor shall place the cast -in-place deck on the girders within 30 calendar days of cutting the temporary strands, except as otherwise approved by the Engineer. 53 For situations where the Contractor proposes to delay placing the cast -in-place deck on the girders beyond 30 calendar days after cutting the temporary strands, the Contractor shall submit supporting girder camber calculations to the Engineer for approval in accordance with Section 6-01.9. The Contractor shall not cut the temporary strands until receiving the Engineer's approval of the girder camber calculations. The seventh paragraph is deleted The eighth paragraph is revised to read: The Contractor shall check the horizontal alignment of both the top and bottom flanges of each girder after girder erection but before placing concrete in the bridge diaphragms as described in Section 6-02.3(25)J. 6-02.3(25)0 Deck Bulb Tee Girder Flange Connection This section is revised to read: The Contractor shall submit a method of equalizing deck bulb tee girder (and precast prestressed member) deflections to the Engineer for approval in accordance with Section 6-01.9; except that the submittal shall be made a minimum of 60 days prior to field erection of the deck bulb tee girder. Deflection equalizing methods approved for previous Contracting Agency contracts will be acceptable providing the bridge configuration is similar and the previous method was satisfactory. A listing of the previous Contracting Agency contract numbers for which the method was used shall be included with the submittal. The weld -ties may be used as a component of the equalizing system provided the Contractor's procedure outlines how the weld -ties are to be used, and that the Contractor's submittal includes a list and description of previous bridge projects where the Contractor has successfully used weld -ties as a component of the equalizing system. The concrete diaphragms for deck bulb tee girders shall attain a minimum compressive strength of 2,500 psi before any camber equalizing equipment is removed. On deck bulb tee girders, girder deflection shall be equalized utilizing the approved method before girders are weld -tied and before keyways are filled. Keyways between tee girders shall be filled flush with the surrounding surfaces with nonshrink grout. This nonshrink grout shall have a compressive strength of 5,000 psi before the equalizing equipment is removed. Compressive strength shall be determined by fabricating and testing cubes in accordance with WSDOT Test Method 813 and testing in accordance with WSDOT FOP for AASHTO T-106. Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties on bulb tee girders. No construction equipment shall be placed on the structure, other than equalizing equipment, until the girders have been weld -tied and the keyway grout has attained a compressive strength of 5,000 psi. 54 6-02.3(26) Cast -in -Place Prestressed Concrete 6-02.3(26)C Bearing Type Anchorages Item 6 in the first paragraph is revised to read: 6. For transverse post -tensioning of roadway slabs, the bearing stress shall not exceed 0.9f'c at Pjack of all strands (before seating) or 4,000 psi at service Toad after all losses. 6-02.3(26)H Grouting The first sentence in the sixth paragraph is revised to read: The Contractor shall proportion the mix to produce a grout with a flow of 11 to 20 seconds as determined by WSDOT Test Method for ASTM C 939, Flow of Grout for Preplaced Aggregate Concrete (Flow Cone Method). The third sentence in the seventh paragraph is revised to read: Cubes shall be made in accordance with WSDOT Test Method T 813 and stored in accordance with WSDOT FOP for AASHTO T 23. 6-02.3(27) Concrete for Precast Units This section is supplemented with the following: Self compacting concrete (SCC) may be used for precast concrete barrier covered under Section 6-10 and drainage items covered under Section 9-12. If self compacting concrete has been approved for use the requirements of Section 6-02.3(4)C consistency shall not apply. Self compacting concrete is concrete that is able to flow under its own weight and completely fill the formwork, even in the presence of dense reinforcement, without the need of any vibration, while maintaining homogeneity. When using SCC modified testing procedures for air content and compressive strength will be used. The modification shall be that molds will be filled completely in one continuous lift without any rodding, vibration, tamping or other consolidation methods other than lightly taping around the exterior of the mold with a rubber mallet to allow entrapped air bubbles to escape. In addition the fabricators QC testing shall include Slump Flow Test results, which do not indicate segregation. As part of the plants approval for use of SCC the plant fabricator shall cast one barrier, or drainage item and have that barrier or drainage item sawed in half for examination by the Contracting Agency to determine that segregation has not occurred. SECTION 8-01, EROSION CONTROL August 1, 2005 8-01.3(1)B Erosion and Sediment Control (ESC) Lead This section is revised to read: The Contractor shall identify the ESC Lead at the preconstruction discussions. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control from a course approved by WSDOT's Statewide Erosion Control Coordinator. The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan. Implementation shall include, but is not limited to: 1. Installing and maintaining all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC plan to assure continued performance of their intended function. Damaged or inadequate TESC BMPs shall be 55 corrected immediately. 2. Inspecting all on-site erosion and sediment control BMPs at least once every five working days and each working day there is a runoff event. Inspections shall occur within 24 hours of the runoff event. A TESC Inspection Report shall be prepared for each inspection and shall be included in the TESC file. A copy of each TESC Inspection Report shall be submitted to the Engineer no later than the end of the next working day following the inspection. The report shall include, but not be limited to: a. When, where and how BMPs were installed, maintained, modified, and removed; b. Observations of BMP effectiveness and proper placement; c. Recommendations for improving future BMP performance with upgraded or replacement BMPs when inspections reveal TESC plan inadequacies. 3. Updating and maintaining a TESC file on site that includes, but is not limited to: a. TESC inspection Reports. b. Temporary Erosion and Sediment Control (TESC) plan narrative. c. National Pollutant Discharge Elimination System construction permit (Notice of Intent). d. Other applicable permits. Upon request, the file shall be provided to the Engineer for review. 8-01.3(1)C Ground Water This section including title is revised to read: 8-01.3(1)C Water Management 1. Ground Water When ground water is encountered in an excavation, it shall be treated and discharged as follows: A. When the ground water conforms to Water Quality Standards for Surface Waters of the State of Washington (Chapter 173-201A WAC), it may bypass detention and treatment facilities and be routed directly to its normal discharge point at a rate and method that will not cause erosion. B. When the turbidity of the ground water is similar to the turbidity of the site runoff, the ground water may be treated using the same detention and treatment facilities being used to treat the site runoff and then discharged at a rate that will not cause erosion. C. When the turbidity is greater than the turbidity of the site runoff, the ground water shall be treated separately until the turbidity is similar to or better than the site runoff, and then may be combined and treated as in B, above. 2. Process Water All water generated on site from construction or washing activities that is more turbid than site runoff shall be treated separately until the turbidity is the same or less than the site runoff, and then may be combined and treated as in 1 B, above. Water may be infiltrated upon the approval of the Engineer. 56 3. Offsite Water The Contractor shall, prior to disruption of the normal watercourse, intercept the offsite stormwater and pipe it either through or around the project site. This water shall not be combined with onsite stormwater and shall be discharged at its pre - construction outfall point in such a manner that there is no increase in erosion below the site. The method for performing this work shall be provided by the Contractor for the Engineer's approval. - SECTION 8-20,ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL April 5, 2004 8-20.3(5) Conduit The third sentence in the seventeenth paragraph is revised to read: Grout shall obtain a minimum of 4000 psi compressive strength at 7 days. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes This section is supplemented with the following: Where conduit and junction boxes are placed in barrier, the Prime Contractor shall coordinate the work of the Contractor constructing the barrier and the electrical Contractor so that each junction box placed in the barrier is placed in correct alignment with respect to the barrier, with the face of the box flush or uniformly chamfered within %2 inch of the barrier surface. If any point on the surface of the junction box placed in barrier is recessed more than 1/2 inch from the surface of the barrier, the Contractor shall install a box extension meeting the Engineer's approval and grout around the extension or remove and replace the entire section of barrier. 8-20.3(9) Bonding, Grounding The first paragraph is revised to read: AH metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets, metallic conduit, non-metallic conduit, etc.) shall be made mechanically and electrically secure to form a continuous systems which shall be effectively grounded. Where metallic conduit systems are employed, the conduit system constitutes the equipment grounding conductor. Where nonmetallic conduit is installed, the installation shall include an equipment ground conductor, in addition to the conductors noted in the contract. Bonding jumpers and equipment grounding conductors shall be installed in accordance with Section 9-29.3. The equipment ground conductor between the isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment grounding conductor shall be sized by the rating of the largest overcurrent device serving any circuit contained within the conduit. 8-20.3(11) Testing The fourth paragraph is revised to read: When the project includes a traffic signal system, the Contractor shall conduct tests noted in Section 8-20.3(14)D. The Contractor shall provide the Engineer a minimum of five days advance written notice of the proposed traffic signal turn -on date and time. The traffic signal turn -on procedure shall not begin until all required channelization, pavement markings, illumination, signs, and sign lights are substantially complete and operational unless otherwise allowed by the Engineer. The Contractor shall provide traffic control to stop all traffic from entering the intersection. The Contracting Agency 57 electronics technician will program the controller and enter the timing data, then turn the traffic signal system to its flash mode to verify proper flash indications. The Contracting Agency electronics technician will then conduct functional tests to demonstrate that each part of the traffic signal system functions as specified. The Contractor shall conduct functional tests to demonstrate that each part of the illumination system, or other electrical system, functions as specified. These demonstration shall be conducted in the presence of a Contracting Agency electronic technician, the Contracting Agency electrical inspector, and Regional Traffic Engineer or his/her designee. The Contracting Agency electronics technician will then turn the traffic signal to stop -and -go operation for no less than one full cycle. Based on the results of the turn -on, the Engineer will direct the Contracting Agency electronics technician to either turn the traffic signal on to normal stop -and -go operation, to turn the signal to flash mode for a period not to exceed five calendar days, or to turn the signal off and require the Contractor to cover all signal displays and correct all deficiencies. SECTION 9-01, PORTLAND CEMENT December 6, 2004 9-01.2(1) Portland Cement This section is revised to read: Portland cement shall conform to the requirements for Types !, !!, or III cement of the Standard Specifications for Portland Cement, AASHTO M 85 or ASTM C 150, except that the content of alkalis shall not exceed 0.75 percent by weight calculated as Na20 plus 0.658 K20and except that the content of Tricalcium aluminate (C3A) shall not exceed 8 percent by weight calculated as 2.650A1203 minus 1.692Fe203. The total amount of processing additions used shall not exceed 1% of the weight of portland cement clinker. The type and amount of processing additions used shall be shown on mill test reports. The time of setting shall be determined by the Vicat Test method, AASHTO T 131 or ASTM C 191. 9-01.2(4) Blended Hydraulic Cement This section is revised to read: Blended hydraulic cement shall be either Type IP (MS), Type I (SM) (MS) or Type I (PM) (MS) cement conforming to AASHTO M 240 and meet the following additional requirements: 1. Type IP(MS) Portland - Pozzolan Cement with moderate sulfate resistance. This product shall be limited to Portland Cement and Pozzolan. Pozzolan shall be limited to fly ash or ground granulated blast furnace slag. Fly ash is limited between 15 percent and 35 percent by weight of the cementitious material. Ground granuiated blast furnace slag is limited between 15 percent and 25 percent by weight of the cementitious material. 2. Type I(SM) (MS) Slag Modified Portland Cement with moderate sulfate resistance. This product shall be limited to Portland Cement ent aid ground granulated blast furnace slag. The addition of ground granulated blast furnace slag shall be limited to a maximum of 25 percent by weight of the cementitious material. 58 3. Type I(PM)(MS) Pozzolan — Modified Portland Cement with moderate sulfate resistance. The product shall be limited to Portland Cement and pozzolan. The pozzolan shall be limited to fly ash or ground granulated blast furnace slag at a maximum of 15 percent by weight of the cementitious material. The source and weight of the fly ash or ground granulated blast furnace slag shall be certified on the cement mill test certificate and shall be reported as a percent by weight of the total cementitious material. The fly ash or ground granulated blast furnace slag constituent content in the finished cement will not vary morethan plus or minus 5 percent by weight of the finished cement from the certified value. Fly ash shall meet the requirements of Section 9-23.9 of these Standard Specifications. Ground granulated blast furnace slag shall meet the requirements of Section 9-23.10 of these Standard Specifications. SECTION 9-03, AGGREGATES August 22, 2005 9-03.1(1) General Requirements This section is revised to read: Portland cement concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in accordance with the provisions of Section 3-01. Aggregates tested in accordance with AASHTO T 303 or ASTM C 1260 with expansion greater than 0.20 percent are Alkali Silica Reactive (ASR) and will require mitigating measures. Aggregates tested in accordance with ASTM C 1293 with expansion greater than 0.04 percent are Alkali Silica Reactive (ASR) and will require mitigating measures. Aggregates for use in Commercial Concrete as defined in 6-02.3(2)B shall not require mitigation. Mitigating measures for aggregates with expansions from 0.21 to 0.45 percent, when tested in accordance with AASHTO T 303 or ASTM C 1260, may be accomplished by using low alkali cement as per 9-01.2(3) or by using 25% Class F fly ash by total weight of the cementitious materials. The Contractor may submit an alternative mitigating measure through the Project Engineer to the State Materials Laboratory for approval along with evidence in the form of test results from AASHTO T 303 or ASTM C 1260 that demonstrate the mitigation when used with the proposed aggregate controls expansion to 0.20 percent or +- less. The agency may test the proposed ASR mitigation measure to verify its effectiveness. In the event of a dispute, the agency's results will prevail. Mitigating measures for aggregates with expansions greater than 0.45 percent when tested in accordance with AASHTO T-303 or ASTM C-1260 shall include the use of low alkali cement per 9-01.2(3) and may include the use of fly ash, lithium compound admixtures, ground granulated blast furnace slag or other material as approved by the Engineer. The Contractor shall submit evidence in the form of test results from ASTM C 59 1260 or AASHTO T 303 through the Project Engineer to the State Materials Laboratory that demonstrate the proposed mitigation when used with the aggregates proposed will control the potential expansion to 0.20 percent or Tess before the aggregate source may be used in concrete. The agency may test the proposed ASR mitigation measure to verify its effectiveness. In the event of a dispute, the agency's results will prevail. Passing petrographic analysis (ASTM C 295) accepted by WSDOT prior to August 1, 2005, is acceptable as proof of mitigation until the aggregate source is reevaluated. ASTM C 1293 sampling and testing must be coordinated through the WSDOT State Materials Laboratory, Documentation Section utilizing the ASA (Aggregate Source Approval ) process. Cost of sampling, testing, and processing will be borne by the source owner. 9-03.1(4)C Grading The third paragraph is revised to read: In individual tests, a variation of four under the minimum percentages or over the maximum percentages 1tages will be permitted, provided the average of three consecutive tests h' the 'f' t' I' f` + h I + . + Is within i specification tioi 1 1i1 i Zits. Coarse aggregate shall contain 1 i 10 piece of greater size than two times the maximum sieve size for the specified grading measured along the line of greatest dimension. 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read: As an option to using Coarse and Fine graded aggregates for Portland Cement Concrete, aggregate gradation may consist of a combined gradation. Aggregates shall consist of sand, gravel, crushed stone, or other inert material or combinations thereof, having hard, strong durable particles free from adherent coatings. Aggregates shall be washed to remove clay, loam, alkali, organic matter, silt, bark, sticks, or other deleterious matter. 9-03.1(5)B Grading This section is revised to read: If a nominal maximum aggregate size is not specified, the Contractor shall determine the nominal maximum aggregate size, using ACI 211.1 as a guide. In no case will the maximum aggregate size exceed one-fifth of the narrowest dimension between sides of the forms, one-third the depth of slabs, nor three-fourths of the minimum dear spacing between individual reinforcing bars, bundles of bars, or pretensioning strands. The combined aggregate shall conform to the following requirements based upon the nominal maximum aggregate size. Nominal Maximum Aggregate Size 1-1/2 2 1-1/2 = O 100 1 210,* 100 3/4 62-88 57100 1/2 57-83 3/8 43-64 60-88 4 29-47 34-54 41-64 8 19-34 22-39 27-47 1 3/4 1/2 3/8 No. 4 100 60 100 =:* (tt1t{00 48-73 31-54 39-73 100 16 12-25 14-29 17-34 20-39 24-54 28-73 30 7-18 8-21 9-25 11-29 13-39 16-54 50 3-14 3-15 4-18 5-21 6-29 7-39 100 0-10 0-11 0-14 0-15 0-21 0-29 200 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 = Nominal Maximum Size All percentages are by weight. Nominal maximum size for concrete aggregate is defined as the smallest standard sieve opening through which the entire amount of the aggregate is permitted to pass. Standard sieve sizes shall be those listed in ASTM C 33. The Contracting Agency may sample each component aggregate prior to introduction to the weigh batcher or as otherwise determined by the Engineer. Each separate component will be sieve analyzed alone per AASHTO Test Method T-11/27. All material components will be mathematically re -combined by proportions (Weighted Average), supplied by the Contractor. 9-03.8(2) HMA Test Requirements Number 1 is revised to read: Vacant. Item 3 is revised to read: 3. The uncompacted void content for the combined fine aggregate is tested in accordance with WSDOT Test Method for AASHTO T 304, Method A. The minimum percent voids shall be as required in the following table: Traffic HMA Evaluation ESAL's (millions) Statistical & Nonstiatistical Commercial < 3 40 40 > 3 44 40 The last paragraph of this section is revised to read: When material is being produced and stockpiled for use on a specific contract or for a future contract, the fine aggregate angularity, fracture, and sand equivalent requirements shall apply at the time of stockpiling. When material is used from a stockpile that has not been tested as provided above, the specifications for fine aggregate angularity, fracture, and sand equivalents shall apply at the time of its introduction to the cold feed of the mixing plant. 9-03.8(7) HMA Tolerances and Adjustments The requirement for "VMA" is revised to read: VMA 1.5% below minimum value in 9-03.8(2) 9-03.12(4) Gravel Backfill for Drains The percent Passing for Sieve size 3/8" square is revised from "10 - 40" to "0 - 40". 9-03.12(5) Gravel Backfill for Drywells The percent passing for sieve size 1" square is revised to "50-100". 61 9-03.14(1) Gravel Borrow This section is supplemented with the following: Ballast may be substituted for gravel borrow for embankment construction. Section 9-03.14 is supplemented with the following: 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall All backfill material used in the reinforced soil zone of the geosynthetic retaining wall shall conform to requirements of Section 9-03.14(1) and shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements: Property Test Method Allowable Test Value Los Angeles Wear, 500 rev. AASHTO T 96 35 percent max. Degradation WSDOT Test Method 113 15 min. nH 0�S1-1T(1 T 9R9 -Q1 ** r. ** 4.5 to 9 for permanent walls and 3 to 10 for temporary walls vva!! backfilll material satisfying these gradation, durability and chemical requirements shall be classified as nonaggressive. 9-03.21(2) Recycled Hot Mix Asphalt The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1.2". SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES April 4, 2005 This section is supplemented with the following new sub -sections: 9-23.10 Ground Granulated Blast Furnace Slag Ground granulated blast furnace slag shall meet the requirements of AASHTO M 302, Grade 100 or Grade 120. The grade of the ground granulated blast furnace slag, the source, and type of manufacturing facility shall be certified on the cement mill test certificate. 9-23.11 Microsilica Fume Microsilica Fume shall conform to the requirements of AASHTO M 307. The optional physical requirement for Reactivity with Cement Alkalies set forth in Table 3 will be required when Microsiiica Fume is being used as an ASR mitigation measure. SECTION 9-29, ILLUMINATION, SIGNALS, ELECTRICAL April 4, 2005 9-29.3 Conductors, Cable I Inner the second paragraph, item 5 is revised to read: 5. Pole and bracket cable shall be a two -conductor cable rated for 600 volts. The individual conductors shall be one red and one black 19 -strand No. 10 AWG copper, assembled parallel. The conductor insulation shall be 45 -mil polyvinyl chloride or a 62 600 volt rated cross-linked polyethylene. The Jacketing shall be polyethylene or polyvinyl chloride not less than 45 -mils thick. If luminaires with remote ballasts are specified in the contract, this same cable shall be used between luminaire and ballast for both timber and ornamental pole construction. If the luminaire requires fixture wire temperatures greater than 75°C, the outer jacket shall be stripped for that portion of the cable inside the luminaire. The single conductors shall then be sheathed with braided fiberglass sleeving of the temperature rating recommended by the luminaire manufacturer. 9-29.6 Light and Signal Standards The first paragraph is supplemented with the following: Fabrication of Tight and signal standards shall conform to the applicable requirements of Section 6-03.3(14). 9-29.6(1) Light and Signal Standards This section including title is revised to read: 9-29.6(1) Steel Light and Signal Standards Steel plates and shapes for light and signal standards shall conform to ASTM A 36, except that structural shapes may conform to ASTM A 992. Shafts for light and signal standards, except Type PPB signal standards, shall conform to ASTM A 572 Grade 50. Shafts and caps for Type PPB signal standards, slipfitters for type PS I, FB, and RM signal standards, and all pipes shall conform to ASTM A 53 Grade B. Base plates for light standards shall conform to ASTM A 572, Grade 50, except as otherwise noted in the Standard plans for fixed base light standards. Base plates for signal standards shall conform to ASTM A 36. Connecting bolts shall conform to AASHTO M 164. Fasteners for handhole covers, bands on lighting brackets, and connector attachment brackets shall conform to ASTM F 593. Light and signal standards shall be hot -dipped galvanized in accordance with AASHTO M 111 and AASHTO M 232. Steel used for light and signal standards shall have a controlled silicon content of either 0.00 to 0.04 percent or 0.15 to 0.25 percent. Mill test certificates verifying the silicon content of the steel shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing operations. 9-29.6(2) Slip Base Hardware This section is revised to read: Slip plates and anchor plates for light standards and for Type FB and RM signal standards shall conform to the requirements of ASTM A 572 Grade 50. The keeper plate shall be 28 gage, conforming to ASTM A 653 coating designation G 90. Clamping bolts for slip base assemblies and slip base adapters shall conform to AASHTO M 164. Studs and bolts for slip base adapters shall conform to AASHTO M 164. Nuts shall conform to AASHTO M 291 Grade DH. Hardened washers shall conform to AASHTO M 293. Plate washers shall conform to ASTM A 36. Galvanized bolts shall meet standard specification 9-06.5(4). 9-29.10 Luminaires Under the first paragraph, the third sentence in item D is revised to read: All internal luminaire assemblies shall be assembled on or fabricated from either stainless steel or galvanized steel. 63 9-29.13 Traffic Signal Controllers This section is supplemented with the following: All Traffic Signal Control Equipment Shall be Tested As Follows. The supplier shall: 1. Seven days prior to shipping, arrange appointment for controller cabinet assembly, and testing at the WSDOT Materials Laboratory or the facility designated in the Special Provisions. 2. Assembly shall be defined as but not limited to tightening ail screws, nuts and bolts, verifying that all wiring is clear of moving parts and properly secured, installing all pluggables, connecting all cables, Verify that all contract required documents are present, proper documentation is provided, and all equipment required by the contract is installed. 3. The assembly shall be done at the designated WSDOT facility in the presence of WSDOT personnel. 4. The supplier shall demonstrate that all of the functions required by this specification and the contract Pians andSpecial Provisions percVI1as intended. Demonstration shall include but not be limited to energizing the cabinet and verifying that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Provisions) operate per Washington State Standard Specifications Section 9-29.13. The supplier shall place the controller in minimum recall with interval timing set at convenient value for testing purposes. Upon a satisfactory demonstration the controller assembly will then be accepted by WSDOT for testing. 5. If the assembly, and acceptance for testing is not complete within 5 working days of delivery, the Project Engineer may authorize the return of the assembly to the supplier, with collect freight charges to the supplier. 6. The Contractor will be notified when the testing is complete, and where the assembly is to be picked -up for delivery to the project. 7. The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. A failure shall be defined as a component that no longer functions as intended under the conditions required or does not meet the requirements of the Contract Specifications and is at the soul discretion of WSDOT. 8. Any part or component of the controller assembly, including the cabinet that is rejected shall not be submitted for use by WSDOT or any City or County in the State of Washington. 9-29.13(6) Radio Interference Suppressers In the first paragraph, the second sentence is revised to read: Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations 9-29.13(7) Traffic -Actuated Controllers In the first paragraph, item 3 is revised to read: 3. A minimum of four overlaps. 9-29.13(7)B Auxiliary Equipment for NEMA Controllers Under the first paragraph, item 2 is supplemented with the following: 64 The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre-empts, four overlaps (OL A, B, C, D). Under the first paragraph, item 7 is revised to read: 7. A "Display Panel" when noted in the contract. The display panel shall depict a generic eight -phase operation. The panel shall be mounted on the inside of the front cabinet door and the mounting shall be of a design that allows positioning of the panel in four orientations 90 degrees from each other. The mounting shall be removable without use of any tools. Incandescent red, yellow, green, walk and don't walk indicator lights shall be provided for each phase. The indicator lights shall be connected to the associated field terminals. The connecting cable shall be long enough to allow for any mounting orientation. No diodes will be allowed in the display panel. A means of disconnecting all wiring entering the panel shall be provided. Switches shall be provided on the panel with labels and functions as follows: intersection. a. Display On — Signal indicator lamps will display the operation of the b. Test — All indicator lamps shall be energized. c. Display Off — all signal indicator lamps shall be de -energized. A "Detector Panel", as specified in Standard Specification Section 9-29.12(7)D, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de -energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated plan detector number. All markers shall be permanent. 65 9-29.13(7)D NEMA Controller Cabinets This section is revised to read: Each traffic -actuated NEMA controller shall be housed in a weatherproof cabinet conforming to the following requirements: 1. Construction shall be of 0.073 -inch minimum thickness series 300 stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The stainless steel shall be annealed or one -quarter -hardness complying with ASTM A666 stainless steel sheet. Cabinets may be finished inside with an approved finish coat of exterior white enamel. If no other coating is specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall be furnished with front and rear doors. 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. A 24 slot rack or racks shall be installed. The rack(s) shall be wired for 2 1.1 lal lnel loop detectors and as follows. Scots 1 & 2 phase 1 loop detectors. Scots 3, 4, & 5 phase 2 loop detectors. Slots 6 & 7 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop detectors. Slots 11 & 12 phase 5 loop deterctors. Slots 13, 14, & 15 phase 6 loop detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 lower phase 5 detector. Slot 22 wired for a 2 channel discriminator channels A, C. Slot 23 wired for a 2 channel discriminator, channels B, D. Slot 24 wired for a 4 channel discriminator, wired for channel A, B, C, D. All loop detector slots shall be wired for presence/ pulse detection/ extension. If an external power supply is required in order for the entire racks(s) to be powered it shall be installed. All rack(s) slots shall be labeled with engraved identification strips. 3. Additional detection utilizing the "D" connector shall be installed in accordance with the contract. The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in an upright position with a clearance of at least 3 inches from the vent fan and filter to allow for proper air flow. In no case shall more than 70 percent of the cabinet volume be used. There shall be at least a 2 -inch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 4. The cabinet shall have an air intake vent on the lower half of the front door, with a 12 inch by 16 inch by 1 inch removable throw away filter, secured in place with a spring-loaded framework. 5. The cabinet door(s) shall be provided with: a. Spring loaded construction core locks capable of accepting a Best type CX series six segment (core installed by others) shall be installed in each door with the exception of the police panel door. Cabinet doors shall each have a three point latch system. b. A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock. Two police keys with shafts 66 a minimum of 1 3/4 inches long shall be provided with each cabinet. c. All doors and police panel door shall have one piece closed cell, neoprene gaskets. d. A two position doorstop assembly. Front and rear interior light control switches. 9-29.13(7)E Type 170E, 170E -HC -11, 2070, 2070 Lite, ATC Controller Cabinets This section is revised to read: The above controllers shall be housed in a Models 332, Double 332, 336, 336S, 303 ITS/ATC cabinets, or as specified in the contract. Each door shall be furnished with a construction core lock conforming to Standard Specifications 9-29.13 (7)D 5a, b and c above. A police panel with door, stainless steel hinge pin and lock shall be provided. Two police keys with shafts a minimum of 1 3/4" long shall be provided with each cabinet. Each of these cabinets shall be furnished with auxiliary equipment described in Standard Specification 9-29.13(7)C. Type 334 cabinets for traffic data station controller furnished shall meet current Caltrans 170E specifications, as stated in Standard Specification 9-29.13(7) and as follows. Camera control and DMS local control cabinets shall contain the equipment shown in the Plans. The cabinet shall have the same external physical dimensions and appearance of Model 334 cabinets. 1. The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9-29.13(7)D, Item number 1. Painted steel, painted or anodized aluminum is not allowed. 2. Cabinet doors shall have a three-point latch and two -position stop assembly with spring loaded construction core lock capable of accepting a Best lock company type, with 6 -pin CX series core. The Contractor shall supply construction cores. Upon contract completion, the Contractor shall deliver two master keys to the Engineer. 3. Field wire terminals shall be labeled in accordance with the Field Wiring Chart. 4. A shatterproof fluorescent interior cabinet lights with self-starting ballast shall be furnished, one fixture mounted on the rear rack near the top and the second mounted at the top of the front rack. Door switches shall automatically turn on both lights when either door is opened. 5. One controller unit shelf, which attaches to the front rails of the EIA rack, shall be provided in lieu of the two controller unit support angles. The shelf shall be fabricated from aluminum and shall be installed such that it does not interfere with access to any terminal block. The shelf shall contain a rollout flip -top drawer for storage of wiring diagrams and manuals. A disposable paper filter element of at least 180 square inches shall be provided in lieu of a metal filter. All traffic data and ramp meter cabinets shall include the following accessories: 1. Each cabinet shall be equipped with a fully operable controller equipped as specified in the Contract Provisions. 67 2. Two input files, except on Type 303 and 336 cabinet shall be supplied, each using 133 millimeters of rack height. 3. Power Distribution Assembly shall be PDA #3 as detailed in the January 1989 Caltrans 170 specification, with all current amendments. The PDA #3 shall contain three Model 200 Load Switches. A transient voltage protection device shall be provided, which plugs into the controller unit receptacle and in turn accepts the controller plug and meets the electrical requirements of Section 9-29.13(7)B(3) item e. A second transfer relay, Model 430, shall be mounted on the rear of the PDA #3 and wired as shown in the Plans. 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be labeled POLICE CONTROL, ON-OFF. 5. Display Panel A. General Each cabinet shall be furnished with a display panel. The panel shall be mounted, showing and providing detection for inputs and specified controller outputs, at the top of the front rack above the controller unit. The display panel shall be fabricated from brushed aluminum and constructed according to the detail in the Plans. B. Text AH text on the display panel shall be black in color and silk screened directly to the panel except the Phenolic detector and cabinet nameplates. A nameplate for each loop shall be engraved with a 1/4 inch nominal text according to the ITS Field Wiring Charts. The nameplates shall be permanently affixed to the display panel. C. LEDs The LEDs for the display panel shall meet the following specifications: Case size T 1-3/4 Viewing angle 50° minimum Brightness 8 Milli candelas LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or green in color. AH other LEDs shall be red. All LEDs shall have tinted diffused lenses. D. Detector Display Control Switch Each display panel shall be equipped with one detector display control switch on the panel with labels and functions as follows: ON Detector display LEDs shall operate consistent with their separate switches. 68 OFF All detector indicator LEDs shall continue to reach the controller. TEST All detector indicator LEDs shall the controller. be de -energized. Detector calls shall illuminate and no calls shall be placed to E. Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows: AUTOMATIC Sign Relay shall energize upon ground true call from controller. SIGN OFF Sign Relay shall de -energize. SIGN ON Sign Relay shall energize. F. Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes ± 10% from the 170E controller and have a DPDT contact rating not less than 10 amperes. A 1N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode terminal shall be connected to terminal #7 of the relay as labeled in the Plans. The relay shall energize when the METERING indicator LED is lit. G. Detector Input Indicators One display LED and one spring-loaded two -position SPST toggle switch shall be provided for each of the 40 detection inputs. These LEDs and switches shall function as follows: TEST When the switch is in the test position, a call shall be placed to the controller and energize the associated LED. The switch shall automatically return to the run position when it is released. RUN In the run position the LEDs shall illuminate for the duration of each call to the controller. H. Controller Output Indicators The display panel shall contain a series of output indicator LEDs mounted below the detection indicators. The layout shall be according to the detail in the Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. The output indicator LEDs shall have resistors in series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current. The anode connection of each LED to +24 VDC shall be wired through the resistor. I. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 and 69 P2 connectors shall be 50 -pin cannon D series, or equivalent 50 pin connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans. The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans. 6. Model 204 Flasher Unit Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher unit mounted on the right rear side panel. The flasher shall be powered from T1-2. The outputs from the flasher shall be wired to T1-5 and T1-6. 7. Fiber Optic Patch Panel The Contractor shall provide and install a rack -mounted fiber optic patch panel as identified in the Plans. Cabinet Wiring 1. Terminal blocks TR1 through TB9 shall he installed on the Input Panel. Layout and position assignment of the terminal blocks shall be as noted in the Plans. Terminals for field wiring in traffic data and/or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following: Terminal Terminal and Connection Block Pos. Wire Numbers Identification TBS 501-502 AC Power, Neutral T1-2 641 Sign on T1-4 643 Sign off T1-5 644 Flasher Output NC T1-6 645 Flasher Output NO T4-1 631 Lane 3 - Red T4-2 632 Lane 3 - Yellow T4-3 633 Lane 3 - Green T4-4 621 Lane 2 - Red T4-5 622 Lane 2 - Yellow T4-6 623 Lane 2 - Green T4-7 611 Lane 1 - Red T4-8 612 Lane 1 - Yellow T4-9 613 Lane 1 - Green Loop lead-in cables shall be labeled and connected to cabinet terminals according to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20 days of the Contractor's request. 9-29.16(2)A Optical Units Under the first paragraph, number 4 (warranty) is deleted. 9-29.19 Pedestrian Push Buttons The third paragraph is deleted 70 9-29.21 Flashing Beacon This section is revised to read: Flashing beacons shall be installed as detailed in the Plans, as specified in the Special Provisions, and as described below: Controllers for flashing beacons shall be as specified in Section 9-29.15. Beacons shall consist of single section, 8 -inch or 12 -inch traffic signal heads, three or four-way adjustable, meeting all of the applicable requirements of Section 9-29.16. Displays (red or yellow) may be either LED type or incandescent. 12 inch yellow displays shall be dimmed 50% after dark. Mounting brackets, mountings, and installation shall meet all applicable requirements of Section 9-29.17. Lenses shall be either red or amber, glass or polycarbonate as noted in the Plans or as determined by the Engineer. 9-29.24 Service Cabinets Under the first paragraph, item F is revised to read: F The minimum size of control circuit conductors used in service cabinets shall be No. 14 AWG stranded copper. AH electrical contactors shall have the loadside terminals toward the front (door side) of the service cabinet. Under the first paragraph, the fourth sentence of item I is revised to read: No electrical devices shall be connected to the dead front panel. 9-29.25 Amplifier, Transformer, and Terminal Cabinets Under the first paragraph, the fourth sentence of item 3 is revised to read: The Contractor shall supply construction cores with two master keys. The keys shall be delivered to the Engineer. 9-35 TEMPORARY TRAFFIC CONTROL MATERIALS August 1, 2005 Temporary traffic control materials in this section consist of various traffic communication, channelization and protection items described in Section 1-10 and listed below: Stop/Slow Paddles Construction Signs Wood Sign Posts Sequential Arrow Signs Portable Changeable Message Signs Barricades Traffic Safety Drums Barrier Drums Traffic Cones 71 Tubular Markers Warning Lights and Flashers Truck -Mounted Attenuator The basis for acceptance of temporary traffic control devices and materials shall be visual inspection by the Engineer's representative. No sampling or testing will be done except that deemed necessary to support the visual inspection. Requests for Approval of Material and Qualified Products List submittals are not required. Certification for crashworthiness according to NCHRP 350 will be required as described in Section 1- 10.2(3). "MUTCD," as used in this section, shall refer to the latest WSDOT adopted edition of the Manual on Uniform Traffic Control Devices for Streets and Highways. In the event of conflicts between the MUTCD and the contract provisions, then the provisions shall govern. 9-35.1 Stop/Slow Paddles Paddles shall conform to the requirements of the MUTCD, except that the minimum width shall be 24 inches. 9-35.2 Construction Signs Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements of NCHRP Report 350 for Category 2 devices. Except as noted below, any sign/sign stand combination that satisfies these requirements will be acceptable. Where aluminum sheeting is used to fabricate signs, it shall have a minimum thickness of 0.080 inches and a maximum thickness of 0.125 inches. Ali orange background signs shall be fabricated with Type X reflective sheeting. AH post -mounted signs with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts or nuts) and the reflective sheeting. Any fabric sign which otherwise meets the requirements of this section and was purchased prior to July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is used, it shall have been fabricated with Type VI reflective sheeting. 9-35.3 Wood Sign Posts Use the charts below to determine post size for construction signs. One Post installation Post Size Min. Sign Sq. Ft. Max. Sian Sq. Ft. 4x4 16.0 4x6 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 72 Two Post Installation (For signs 5 feet or greater in width) Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 4x4 16.0 4x6 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0 * * The Engineer shall determine post size for signs greater than 75 square feet. Sign posts shall conform to the grades and usage listed below. Grades shall be determined by the current standards of the West Coast Lumber Inspection Bureau (WCLIB) or the Western Wood Products Association (WWPA). 4 x 4 Construction grade (Light Framing, Section 122-b WCLIB) or (Section 40.11 WWPA) 4 x 6 No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or (Section 62.11 WWPA) 6 x 6, 6 x 8, 8 x 10 No. 1 and better, grade (Posts and Timbers, Section 131-b WCLIB) or (Section 80.11 WWPA) 6 x 10, 6 x 12 No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB) or (Section 70.11 WWPA) 9-35.4 Sequential Arrow Signs Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the following: Sequential arrow signs furnished for stationary lane closures on this project shall be Type C. The color of the Tight emitted shall be yellow. The dimming feature shall be automatic, reacting to changes in light without a requirement for manual adjustment. 9-35.5 Portable Changeable Message Signs Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD and the following: The PCMS shall employ one of the following technologies: 1. Fiber optic/shutter 73 2. Light emitting diode 3. Light emitting diode/shutter 4. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: • Be light emitting and must not rely solely on reflected light. The emitted light shall be generated using fiber optic or LED technology. • Have a display consisting of individually controlled pixels no larger than 2 1/2 inch by 2 1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix. • When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. • Be capable of displaying alphanumeric characters that are a minimum of 18 inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. • The PCMS message, using 18 -inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. • The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign face shall be non -glare from all angles and shall not degrade due to exposure to ultraviolet light. • Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disks/shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. • The light source shall be energized only when the sign is displaying an active message. The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by a controller that provides the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program a new message, which may include animated arrows and chevrons. 5. Mirror the message currently being displayed or programmed. 74 9-35.6 Barricades Barricades shall conform to the requirements of the MUTCD supplemented by the further requirements of Standard Plan H-2. 9-35.7 Traffic Safety Drums Traffic safety drums shall conform to the requirements of the MUTCD and the following: The drums shall have the following additional physical characteristics: Material Fabricated from low-density polyethylene that meets the requirements of ASTM D 4976 and is UV stabilized. Overall Width 18 -inch minimum in the direction(s)of traffic flow. Shape Rectangular, hexagonal, circular, or flat -sided semi -circular. Color The base color of the drum shall be fade resistant safety orange. The traffic safety drums shall be designed to accommodate at least one portable light unit. The method of attachment shall ensure that the light does not separate from the drum upon impact. Drums and Tight units shall meet the crashworthiness requirements of NCHRP 350 as described in Section 1-10.2(3). When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the reflective sheeting. 9-35.8 Barrier Drums Barrier drums shall be small traffic safety drums, manufactured specifically for traffic control purposes to straddle a concrete barrier and shall be fabricated from low-density polyethylene that meets the requirements of ASTM D 4976 and is UV stabilized. The barrier drums shall meet the following general specifications: Total height 22 in., ± 1 in. Cross-section hollow oval 10 in. X 14 in., ± 1 in. Formed support legs length 13 in., ± 1 in. Space between legs 6 1/4 in. min. (taper to fit conc. barrier) Weight 33 Ib. ± 4 Ib. with legs filled with sand. Color Fade resistant safety orange. Barrier drums shall have three 4 -inch reflective white stripes, (one complete and two partial). Stripes shall be fabricated from Type III or Type IV reflective sheeting. When recommended by the manufacturer, barrier drums shall be treated to ensure proper adhesion of the reflective sheeting. 9-35.9 Traffic Cones Cones shall conform to the requirements of the MUTCD, except that the minimum height shall be 28 inches. 75 9-35.10 Tubular Markers Tubular markers shall conform to the requirements of the MUTCD, except that the minimum height shall be 28 inches. Pavement -mounted tubular markers shall consist of a surface -mounted assembly which uses a separate base with a detachable tubular marker held in place by means of a locking device. 9-35.11 Warning Lights and Flashers Warning lights and flashers shall conform to the requirements of the MUTCD. 9-35.12 Truck -Mounted Attenuator The Truck -Mounted Attenuator (TMA) shall be selected from the approved units listed on the Qualified Products List. The TMA shall be mounted on a vehicle with a minimum weight of 15,000 pounds and.a maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle during an impact. The Contractor shall provide certification that the unit complies with NCHRP 230 or 350 requirements. Units fabricated after 1998 m est comply with NCHRP 350 requ •irements. The TMA shall have an adjustable height so that it can be placed at the correct elevation during usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. The TMA unit shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall consist of 4 -inch yellow stripes, alternating non -reflective black and reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with the "V" at the center of the unit. 76 CONTRACT PROVISIONS General Special Provisions City of Yakima Special Provisions Required Contract Provisions-FHWA Form 1273 Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form CITY OF YAKIMA SPECIAL PROVISIONS SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE City Project No. 2126 FA. NO. STPH-0005(173) SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2004 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision (******) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regionsl date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regionsl ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Project Specific Special Provisions normally appear only in the contract for which they were developed. The APWA Supplement to DIVISION 1 (Division 1-99) of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. 77 DESCRIPTION OF WORK (March 13, 1995) This contract provides for the installation of eight new 12" solar -powered yellow flashing beacons with 48 -inch "WATCH CROSS TRAFFIC" warning signs and eight new 12" solar - powered red beacons with standard "ONE WAY" signs and 48 -inch "STOP" signs, all mounted on 14 -foot steel poles. This includes installing concrete foundations with ground rods as required by State electrical code. This work shall be all in accordance with the attached contract plans, these contract provisions and the standard specifications The contractor shallprovide all necessarytraffic P- = , control. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Supplement this section as follows: Pre -qualification is not required for this project. 1-02.6 PREPARATION OF PROPOSAL (August 2, 2004) The fifth and sixth paragraphs of Section 1-02.6 are deleted. 1-02.12 PUBLIC OPENING OF PROPOSAL (November 20, 2000) Section 1-02.12 is supplemented with the following: Sealed bids will be received at the following location before the specified time: City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.4 Contract Bond Add the following: The bond shall further indemnify and hold the City of Yakima, its employees, agents, and elected or appointed officials, harmless from defects appearing or developing in the material or workmanship provided or performed under the contract. 1-04 SCOPE OF WORK 1-04.4 Changes 1-04.11 Final Cleanup Supplement this section with the following: The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is accomplished. 1-05 CONTROL OF WORK 1-05.4 Conformity with and Deviations from Plans and Stakes (APWA Only) 1-05.4(1) Roadway and Utility Surveys (APWA Only) 78 Revise this section to read: The City of Yakima Traffic Engineering Division shall be responsible for all vertical and horizontal construction control. 1-06 CONTROL OF MATERIALS Foreign Made Materials Section 1-06 is supplemented with the following: (March 13, 1995) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00 , whichever is greater. American-made material is defined as material having all manufacturing processes occur in the United States. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109. 79 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 107.2 State Taxes Section 1-07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1-07.2(1) apply. 1-07.6 Permits And Licenses Section 1-07.6 is supplemented with the following: (March 13, 1995) 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 stream beds. 1-07.9 Wages ^WW1\ wLtUUCI v, 4.J' -i.)) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA030001 1-07.11 Requirements For Nondiscrimination Section 1-07,11 is supplemented with the following: (March 6, 2000) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, '.vA. SMSA Counties: Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. 80 Richland, WA SMSA Counties: Richland Kennewick, WA WA Benton; WA Franklin. Non -SMSA Counties WA Walla Walla. 5.4 3.6 Yakima, WA: SMSA -Counties: Yakima, WA 9.7 WA Yakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 81 3. The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resslted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer's Quarterly Federal Tax Return,U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. f ontractor Subcontractor tier, subcontracts portion of 2. Wheneverthe vv!!a!aa.w!, or any at any a v� the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area 82 (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. 83 b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. P. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the 84 Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. J. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment 85 of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with person firm debarred any or �� from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. if the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 86 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (August 2, 2004) Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to encourage DBE participation, supply a bidder's list, and to report race neutral accomplishments quarterly as described in this special provision. No preference will be included in the evaluation of bids/proposals, no minimum level of DBE participation shall be required as a condition for receiving an award and bids/proposals will not be rejected or considered non- responsive on that basis. DBE Goals No DBE goals have been assigned as a part of this contract. Affirmative Efforts to Solicit DBE Participation DBE firms shall have equal opportunity to compete for and perform subcontracts which the Contractor enters into pursuant to this contract. Contractors are encouraged to: 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of such opportunities. AH advertisements should include a provision encouraging participation by DBE firms and may be done through general advertisements (e.g. newspapers, journals, etc.) or by soliciting bids/proposals directly from DBEs. 2. Utilize the services of available minority community-based organizations, minority contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. In addition, the Office of Minority and Women's Business Enterprises has two DBE Supportive Services Offices available to assist you as follows: Seattle: (206) 553-7356 Tacoma: (253) 680-7393 3. Establish delivery schedules, where requirements of the contract allow, that encourage participation by DBEs and other small businesses. 4. Achieve attainment through joint ventures. In the absence of a mandatory goal, all DBE participation that is attained on this project will be considered as "race neutral" participation and will be reported as such. DBE Eligibility (for reporting purposes only) 87 Selection of DBEs: DBEs utilized on the contract will be eligible to be counted as race neutral participation only if the firm is identified as a DBE on the current list of firms certified by the Office of Minority and Women's Business Enterprises (OMWBE), the DBE firm is certified in the corresponding NAICS code(s) for the type of work to be performed, and the DBE firm performs a commercially useful function. A list of firms certified by OMWBE, including the NAICS codes for which they are certified, is available from that office and on line through their website (w w.omwbe.wa.govidirectoryedirectory.htm) or by telephone at (360) 704-1181 _ Counting DBE Participation For Reporting Race Neutral Accomplishments When a DBE firm participates in a contract, only the value of the work actually performed by the DBE will be counted as race -neutral participation. 1. Count the entire amount of the portion of the contract that is performed by the DBE's own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract, inciuding supplies purchased or equipment leased by the DBE (except supplies and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate, unless the Prime Contractor is also a DBE). Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates will not be counted as race -neutral participation. In very rare situations, a DBE firm may utilize equipment and/or personnel from a non -DBE firm other than the Prime Contractor or its affiliates. Should this situation arise, the arrangement must be short-term and have prior written approval from the Contracting Agency. The arrangement must not erode a DBE firm's ability to perform a Commercially Useful Function (See discussion of CUF, below). 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work may be counted as race neutral participation only if the DBE's lower tier Subcontractor is also a DBE. Work that a DBE Subcontracts to a non -DBE firm does not count as race neutral participation. 4. When a non -DBE subcontractor further subcontracts to a lower -tier subcontractor or supplier who is a certified DBE, then that portion of the work further subcontracted may be counted toward the DBE goal, so long as it is a distinct clearly defined portion of the work of the subcontract that the DBE is performing with its own forces in a commercially useful function. DBE Prime Contractor A DBE prime Contractor may only count the work performed with its own forces and the work performed by DBE Subcontractors and DBE suppliers. Joint Venture When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the contract equal to the distinct, clearly defined portion of the 88 work that the DBE performs with its own forces will count as race neutral participation. Commercially Useful Function Payments to a DBE firm will count as race neutral participation only if the DBE is performing a commercially useful function on the contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 2. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. Trucking Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is listed on a particular contract. 2. The DBE must itself own and, with its own workforce, operate at least one fully licensed, insured, and operational truck used on the contract. 3. The DBE receives credit only for the total value of the transportation services it provides on the contract using trucks it owns or leases, insures, and operates with drivers it employs. 4. For purposes of this paragraph a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 5. The DBE may lease trucks from another DBE firm, including an owner - operator who is certified as a DBE. The DBE who leases trucks from another DBE may report race -neutral participation for the total value of the transportation services the lessee DBE provides on the contract. 6. The DBE may also lease trucks from a non -DBE firm and may enter an agreement with an owner -operator who is a non -DBE. The DBE who leases trucks from a non -DBE or employs a non -DBE owner -operator is entitled to count race -neutral participation only for the fee or commission it receives as a result of the lease arrangement. The DBE may not count the total value of the transportation services provided by the lessee, since 89 these services are not provided by a DBE. 7. In any lease or owner -operator situation, as described in paragraphs 5 & 6 above, the following rules shall apply: • The DBE is limited to leasing or renting two additional trucks for each truck owned by the DBE trucking firm. The total number of leased or rented trucks shall include owner -operator arrangements. • A written lease/rental agreement on all trucks leased or rented, showing the true ownership and the terms of the rental must be submitted and approved by the Contracting Agency prior to the beginning of the work. The agreement must show the lessor's name, trucks to be leased, and agreed upon amount or method of payment (hour, ton, or per load). All lease agreements shall be for a long-term relationship, rather than for the individual project. Does not apply to owner -operator arrangements. • Only the vehicle, (not the operator) is leased or rented. Does not apply to owner -operator arrangements. 8. In order for payments to be counted as race -neutral participation, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing their portion of the work. Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward race neutral participation as provided in the following: Manufacturer 1. Counting If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies toward race neutral participation. 2. Definition To be a manufacturer, the firm operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications. 3. In order to receive credit as a DBE manufacturer, the firm m� Ist have received an "on-site" review and been approved by WSDOT-0E0 to operate as a DBE Manufacturing firm. To schedule a review, the manufacturing firm must submit a written request to WSDOT/OEO and may not receive race neutral credit, until the completion of the review. Once a firm's manufacturing process has been approved in writing, it is not necessary to resubmit the firm for approval unless the manufacturing process has substantially changed. Information on approved manufacturers may be obtained from WSDOT-0E0. 90 Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the materials or supplies will count toward race neutral participation. 2. Definition a) To be a regular dealer, the firm must own, operate or maintain a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. It must also be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract -by -contract basis. c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. 3. Regular dealer status is granted on a contract -by -contract basis. To obtain regular dealer status, a formal written request must be made by the interested supplier (potential regular dealer) to WSDOT/OEO. Included in the request shall be a full description of the project, type of business operated by the DBE, and the manner the DBE will operate as a regular dealer on the specific contract. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. Once the request is reviewed by WSDOT-OEO, the DBE supplier requesting it will be notified in writing whether regular dealer status was approved. Materials or Supplies Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of materials or supplies required on a job site may be counted as race neutral participation. No part of the cost of the materials and supplies themselves may be applied as race neutral participation. Procedures Between Award and Execution After award of the contract, the successful bidder shall provide the additional information described below. A failure to comply shall result in the forfeiture of the bidder's proposal bond or deposit. 91 A list of all firms who submitted a bid or quote in an attempt to participate in this project whether they were successful or not. Include the correct business name, federal employer identification number (optional) and a mailing address. The firms identified by the Contractor may be contacted to solicit general information as follows: 1. age of the firm 2. average of its gross annual receipts over the past three -years Procedures After Execution Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" (actual payments) on a quarterly basis for any calendar quarter in which DBE work is accomplished or upon completion of the project, as appropriate. The quarterly reports are due On January 20th, April 20th, July 20th, and October 20th of each year. The dollars reported will be in accordance with the "Counting DBE Participation For Reporting Race Neutral Participation" section of this specification. In the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower -tier subcontractor or supplier), then the Prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Payment Compensation for all costs involved with complying with the conditions of this specification and any associated DBE requirements is included in payment for the associated contract items of work. 1-07.12 Federal Agency Inspection (March 13, 1995) Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are Tess restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.17 Utilities And Similar Facilities (February 5, 2001) Section 1-07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. 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 numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Pacific Power Charter Communications Qwest Communications City of Yakima Cascade Natural Gas P.O. Box , Yakima, WA 98907 1005 N. 16th Ave., Yakima, WA 98902 8 South 2nd Ave., Yakima, WA 98902 2410 Fruitvale Blvd., Yakima, WA 98902 401 N. 1st Street, Yakima, WA 98901 1-07.23 Public Convenience And Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (April 5, 2004) The construction safety zone will be determined as follows: (509) 575-3146 (509) 575-1697 (509) 575-7183 (509) 575-6204 (509) 457-8175 When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the 93 outside edge of traveled way or 2 feet beyond the outside edge of the sidewalk. When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the outside edge of traveled way. When the posted speed is 60 MPH or over the safety zone will be 30 feet from the outside edge of traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guardrail nr temporary concrete harrier. Thei ice of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1-08 PROSECUTION AND PROGRESS 1-08.1 Subcontracting Section 1-08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. 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 (Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal - aid Projects (Form 420-004). The 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 for the same time period. 94 1-08.3 PROGRESS SCHEDULE The first paragraph is revised to read: The Contractor shall prepare and submit to the City a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. 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 City. 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 indicated. The Con- struction 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 the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the City, as directed, immediately upon preparation. The section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the City Construction Engineer before 9:00 a.m. on the Friday prior to the week indicated on the schedule. If the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence differing from that which he has shown on his schedule, the City may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1-08.5 TIME FOR COMPLETION (APWA ONLY) (March 13, 1995) Section 1-08.5 is supplemented with the following: This project shall be physically completed within 30 working days 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management (August 2, 2004) Section 1-10.2(1) is supplemented with the following: The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.3(4) Foundation Supplement this section as follows: 95 The top four inches of anchor bases shall be formed and finished 24 inches by 36 inches with 3/4 -inch chamfer edges and the top shall be at finish sidewalk grade or finished curb grade, depending on the location. The top four inches shall be separated from concrete surfaces by means of an expansion joint. 8-20.3(8) Wiring Revise this section as follows: Epoxy splice kits shall not be used. Number sleeves are not required. Section 8-20.3(11) Field Test At the initial turn -on procedure the Contractor shall perform Field Tests as specified in the presence of the city traffic signal representative. 8-21 PERMANENT SIGNING 8-21.1 DESCRIPTION TI.'. .1:.... J 1. i iiia section is revised lap read: The contractor shall mount the signs as shown on the plans. The City of Yakima shall supply the "WATCH FOR CROSS TRAFFIC", "ONE WAY", "STOP", AND "WRONG WAY" SIGNS. The contractor shall provide all mounting hardware. 8-30 REPAIR OR REPLACEMENT (NEW SECTION) 8-30.1 DESCRIPTION The work covered by this Section shall consist of repair or replacement of miscellaneous items such as sod for lawn, rockeries, private irrigation systems, shrubs, or other features within or adjacent to the project area, as designated and directed by the City. 8-30.4 MEASUREMENT No specific unit of measurement shall apply to this item of work. For the purpose of providing a common proposal for all bidders, the City has estimated the Force Account amount for "Repair and Replacement" and has entered the amount for the pay item in the proposal form to become a part of the total bid price by the Contractor. The Contractor is advised that this bid item may or may not be utilized in this project. 8-30.5 PAYMENT "Repair or Replacement," by force account, as provided in Section 1-09.6. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL 9-29.6 Light and Signal Standards This section is revised to read: The contractor shall provide and install the flashing beacon poles. The poles shall be 4 '/2 -inch OD by 14 feet long steel octagonal or round shaft. The pole and base plate shall be hot dipped galvanized to meet WSDOT specification 9-29.6(1) except for the reference to slip base installation. 96 9-29.21 Flashing Beacon This section is revised to read: The flashing beacon shall be solar powered and self contained. The units shall consist of a 12 -inch vehicle signal with visor, LED light face, electronics circuit board , batteries, solar panel and mounting collar. The signal and equipment shall be either dark green or black. The signals shall be configured as shown on the plans. The beacons shall have the capability of selecting synchronous flashing, alternating flashing or random flashing between two signals located on one post. The LED face shall meet ITE specifications for luminosity. The 12 -inch face shall contain 112 individual LEDs and draw a maximum of 1.5 amps, 6 watts. The face shall be available in yellow and red. There shall be four 25AH2V; BC Cell sealed lead acid batteries connected to produce 4 volts. The batteries shall be mounted internal to the signal head or the solar panel housing. The panel shall consist of 3 — 4.5W, 6V, 765mA solar panels. Tilting of the solar panels shall not be required for normal operation. The beacon shall be capable of 6 stages of automatic dimming. The beacon shall have two selectable flashing patterns. One is the MUTCD standard: on for 1/2 second, off for 1/2 second. The other pattern is a 1/16th second strobe for 4 seconds and off for 1/2 second. During extended sunny periods, the equipment shall supply extra power to ensure effective visibility during daylight hours. During heavily overcast days or snow cover, the system shall dim the display and reduce the strobe count to ensure a minimum effective illumination level displayed for as long as possible. The flashing beacon unit shall operate normally during temperatures of —40 degrees F to +165 degrees F. The unit shall withstand wind forces of up to 110 mph. The manufacturer of the flashing beacon equipment, shall warranty its equipment, under normal use, to be free from defects in material and workmanship for a period of twelve months from the date of shipment. All warranty related shipping charges shall be paid by the manufacturer. The flashing beacons shall be manufactured by JSF Technologies. 97 STANDARD PLANS April 4, 2005 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 05-012, effective April 4, 2005 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA". C-1 Sheet 2 The SNOW LOAD RAIL WASHER dimensions are revised to 1 3/4" from 2", and to 7/8" from 1". C-11 b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST -IN-PLACE FOOTING, ELEVATION view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000. In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld joints, and the 1/2" End Gussets have 1/2" fillet weld joints. C -14f In SECTION "A", the reference to SEE STD. PLAN C -14b is revised to SEE STD. PLAN C -14e. C -14q In SECTION "A" and SECTION "B", the reference to SEE STD. PLAN C -14b is revised to SEE STD. PLAN C -14e. D -2k Sheet 2 In the "BAR B" detail, all references to "button head" are revised to read "cone head". D -2n Sheet 2 In DETAIL A, the specification for 1/4" Anchor bolt is revised to 1 1/4" Anchor bolt. In the BASE PLATE DETAIL the reference to AAsHTO M 183 is revised to ASTM A 3F. In the "BAR B" detail, all references to "button head" are revised to read "cone head". K-1 through K-27 These plans shall not be used on projects administered by WSDOT. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans not having this date shall not be used in this contract. 98 A-1 5/13/02 A-3 5/30/02 A-5 2/24/03 A-2 5/09/02 A-4 3/07/97 A-6 2/24/03 B-1 7/21/03 B -4g 7/18/97 B -20d 6/30/04 B -la 6/23/04 B -4h 5/09/97 B-21 7/18/97 B -lb 6/23/04 B-7 11/23/04 B -21a 8/10/98 B-1 a 5/20/04 B -7a 2/09/05 B-22 7/21/03 B-1 z 6/23/04 B-8 6/23/04 B -22a 8/01/97 B-2 2/25/05 B -8a 6/23/04 B -23a 2/25/05 B -2a 2/25/05 B-9 11/23/04 B -23b 2/25/05 B -2b 6/17/02 B -9a 11/23/04 B -23c 5/20/04 B -2c 6/17/02 B -9b 11/23/04 B -23d 5/09/97 B -2d 6/17/02 B -9c 11/23/04 B-25 6/30/04 B -2e 2/25/04 B -9d 11/23/04 B-26 7/18/97 B-3 1/28/02 B-11 2/25/05 B-27 8/01/97 B -3a 5/09/97 B-13 2/25/05 B-28 10/06/99 B -4b 2/09/05 B-18 2/25/05 B-29 4/24/98 B -4c 2/09/05 B -18a 5/09/97 B-30 8/10/98 B -4d 9/16/02 B -18b 7/18/97 B-34 3/03/05 B -4f 5/09/97 B-19 5/30/97 C-1 10/31/03 C -2t 3/03/05 C -8d 5/20/04 C -la 7/31/98 C-3 10/31/03 C -8e 6/24/02 C-1 b 10/31/03 C -3a 10/31/03 C -8f 6/30/04 C -lc 5/30/97 C -3b 10/31/03 C-10 7/31/98 C-1 d 10/31/03 C -3c 10/31/03 C-11 5/20/04 C-2 1/06/00 C -3d 3/03/05 C-11 a 5/20/04 C -2a 7/17/98 C-4 7/13/01 C-11 b 5/20/04 C -2b 6/12/98 C -4a 2/25/05 C-12 7/27/01 C -2c 2/20/03 C -4b 6/23/00 C-13 4/16/99 C -2d 5/22/98 C -4e 2/20/03 C -13a 4/16/99 C -2e 3/07/97 C -4f 6/30/04 C -13b 4/16/99 C -2f 3/14/97 C-5 10/31/03 C -14a 7/26/02 C -2g 7/27/01 C-6 5/30/97 C -14b 7/26/02 C -2h 3/28/97 C -6a 3/14/97 C -14c 7/26/02 C -2i 3/28/97 C -6c 1/06/00 C -14d 7/26/02 C -2j 6/12/98 C -6d 5/30/97 C -14e 7/26/02 C -2k 7/27/01 C -6f 7/25/97 C -14f 7/26/02 C -2n 7/27/01 C-7 10/31/03 C -14g 10/31/03 C -2o 7/13/01 C -7a 10/31/03 C -14h 12/02/03 C -2p 10/31/03 C-8 4/27/04 C -14i 12/02/03 C -2q 3/03/05 C -8a 7/25/97 C -14j 12/02/03 C -2r 3/03/05 C -8b 7/17/98 C -2s 3/03/05 C -8c 5/30/97 D -la 1/23/02 D -2i 3/14/97 D -2w 3/07/97 D-1 b 10/06/99 D -2j 3/14/97 D -2x 3/07/97 D -lc 10/06/99 D -2k 3/14/97 D -2y 9/12/97 D-1 d 10/06/99 D -2I 3/14/97 D-3 6/30/04 D -le 1/23/02 D -2m 3/14/97 D -3a 6/30/04 D -1f 10/06/99 D -2n 3/14/97 D -3b 6/30/04 99 D -2a 3/14/97 D -2o 3/14/97 D -3c 6/30/04 D -2b 3/14/97 D -2p 3/14/97 D-4 12/11/98 D -2c 3/14/97 D -2q 3/14/97 D-6 6/19/98 D -2d 3/14/97 D -2r 3/14/97 D-7 10/06/99 D -2e 3/14/97 D -2s 3/14/97 D -7a 10/06/99 D -2f 3/14/97 D -2t 3/14/97 D-9 12/11/98 D -2g 3/14/97 D -2u 3/07/97 D -2h 3/14/97 D -2v 3/07/97 E-1 7/25/97 E-4 8/27/03 E-5 5/29/98 E-2 5/29/98 E -4a 8/27/03 F-1 12/17/02 F -2c 6/23/04 F -3c 2/09/05 F -la 12/17/02 F -2d 6/23/04 F -3d 2/09/05 F-2 8/27/99 F-3 1/13/03 F -3e 2/09/05 F -2a 6/23/04 F -3a 2/09/05 F-4 1/13/03 F -2b 2/09/05 F -3b 2/09/05 G-1 9/12/01 G -6a 8/27/03 G -8f 6/30/04 G-2 6/04/02 G -6b 8/27/03 G -8g 6/30/04 G -2a 6/04/02 G-7 7/18/97 G -9a 6/25/02 G-3 6/04/02 G -8a 12/15/04 G -9b 2/09/05 G -3a 6/04/02 G -8b 8/18/04 G -9c 11/23/04 G -4a 5/20/04 G -8c 8/18/04 G -9e 2/09/05 G -4b 6/30/04 G -8d 12/15/04 G-6 8/27/03 G -8e 8/18/04 H-1 1/10/02 H-4 8/18/04 H-10 5/29/98 H -la 4/14/00 H -4a 2/25/05 H-12 2/25/05 H-1 b 3/04/05 H -4b 2/25/05 H -12a 2/25/05 H-1 c 3/04/05 H-6 10/29/03 H -12b 2/25/05 H -1d 1/10/02 H-7 8/10/98 H-13 2/25/05 H -le 4/14/00 H-8 9/18/98 H -13a 2/25/05 H-2 3/04/05 H-9 4/18/97 H-14 2/09/05 1-1 7/18/97 1-6 7/17/03 1-11 9/11/03 1-2 4/23/99 1-7 7/17/03 1-12 7/17/03 1-3 8/20/99 1-8 7/17/03 1-13 7/17/03 1-4 7/17/03 1-9 7/17/03 1-14 7/17/03 1-5 7/17/03 1-10 7/17/03 .1-1h 111/OR/99 J -6c 4/24/98 • I-Rrs 5/20/04 J -lc 4/24/98 J -6f 4/24/98 J -8d 5/20/04 J -le 8/01/97 J -6g 12/12/02 J -9a 4/24/98 J -1f 6/23/00 J -6h 4/24/98 J-10 7/18/97 J-3 8/01/97 J -7a 9/12/01 J-11 a 9/12/01 J -3b 3/04/05 J -7c 6/19/98 J-12 5/20/04 J -3c 6/24/02 J -7d 4/24/98 J -16a 3/04/05 J -3d 11/05/03 J -8a 5/20/04 J -16b 3/04/05 J-5 8/01/97 J -8b 5/20/04 K-1 12/20/02 K-10 12/20/02 K-19 12/20/02 100 K-2 12/20/02 K-11 12/20/02 K-20 12/20/02 K-3 12/20/02 K-12 12/20/02 K-21 12/20/02 K-4 12/20/02 K-13 12/20/02 K-22 12/20/02 K-5 12/20/02 K-14 12/20/02 K-23 12/20/02 K-6 12/20/02 K-15 12/20/02 K-24 12/20/02 K-7 12/20/02 K-16 12/20/02 K-25 12/20/02 K-8 12/20/02 K-17 12/20/02 K-26 12/20/02 K-9 12/20/02 K-18 12/20/02 K-27 12/20/02 L-1 7/18/97 L-3 7/18/97 L -5a 7/31/98 L-2 7/18/97 L-5 7/31/98 L-6 7/25/97 M-1.20-00 2/25/05 M-3.30-00 12/15/04 M-20.10-00....3/04/05 M-1.40-00 2/25/05 M-3.40-00 12/15/04 M-20.20-00....3/04/05 M-1.60-00 2/25/05 M-3.50-00 12/15/04 M-20.30-00....3/04/05 M-1.80-00 2/25/05 M-5.10-00 12/15/04 M-20.40-00....3/04/05 M-2.20-00 2/25/05 M-7.50-00 3/04/05 M-20.50-00....3/04/05 M-2.40-00 2/25/05 M-9.50-00 3/04/05 M-24.20-00....3/04/05 M-2.60-00 2/25/05 M-11.10-00 3/04/05 M-24.40-00....3/04/05 M-3.10-00 12/15/04 M-15.10-00 2/25/05 M-24.60-00....3/04/05 M-3.20-00 12/15/04 M-17.10-00 3/04/05 101 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION ..1HA1A-1 73 Ee=an:t Version - 6 -`arch 10, 123114DID 13'77 ) REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page 1 general._.., 1 i Nontkscz iiIraticn 1 It Nonsegregated Fadllties 3 PL Payment sof Predetermined Minimum Wage 3 V. Ste-emerns and Par:ils 6 VI. Record or 1V3tstals, Supplies_ and Labor 6 Vil. Subletting or Assigning the Contra 7 ';lir Sanely: Accident Prevention 7 X False StaIamerrts Oonce€rin j highway Froiecs _ .. _ _ 7 X. Implementation of Clean Air Act and Federal Weer Polulknl ComMI Act CeMde3ttcn Regarding Debarment, Suspension, irie lgtsblty, and Volwrtary'ExJsicn CET - Mahon 9egardkng Use of Cornett Fiords for Lobbying XL See. A. A' r. cF- 1EN 5 Employment Preference for4 an= vontrar^, (included In Appalachian contracts why) GENERAL 1. These-on'tract pransions shati apply to all work pe<fonred on one contract by the oorltrac:ors own orgaatza<:tor, and 'Nim :he assistance of workers under Me contractors innmedFate superintendence and to all 'work performed on the coraact by piecework, sitatton work, or by subcontra 2_ Except as otherwise provided Tor In each se Ion, the contactor snarl Insert to each rubes nbaa al of 'tie snpulatrons contained IntheseRequieiIC° =atPfrhislcris,and fur regUre _her [naEtsion kt any lower her subcontract or purchase ort er'rhat may In tum be made. The Renu lreli Contract psoilslansanal nott;e Incorporated by rGersnee kl err), case. The prime contractor shai be respc+•ts3rle for compliance by any slrtxxnbwlcr or les tier subcontractor v lh these Required Dar._tract Provisions. 3_ A breach of any of tale slip/Wiens contained In hese .Required Contract Provlsorie 51153 be surlicie it grounds Tor terriXt abO1 of The contract 4. A bleach of the 'ottovri g clauses of Me Required Crintraet Povtt as may also be grounds tar debarment as provided In29 -CFR 5.12: Section I, paragrpn - 5acfron IV_ paragraphs 1, 2, 3, 4, wain.' :coon 'e'. lim ag,apta 1 and 2a dirouji`e nisputes n$15 -Ing rut c'rl inn I_aMr grander 1 nravtr'Irnc Section IV (except parayrapt15) and Secttc 1 V of These RegJlrec Contras" Pmviatons shad iic1 be sucle 1 to ine general mspaltes clause of this contratit Such disputes shall Oa resorted in accordance altti ie procE,]uems of the U.S. Department of Labor COOL) as set `.arta )n 29 CFR S, a, aid 7. Disputes -Athan One :nearing of 1115 clause 'nrrlude disputes t'etseen the contractor or any sof 'ts subcontractors) and the out -acting agency. the 102 COL, or Che conba r..ors employees or 71er represertabvep. Selection of Labor: Dtointg the performance or this contact, Che cortractix shall tat a. dlscrlrnsate against 'ator 'tom any other State, possesson or territory DTP* United S3tes.exceplfor ernpktyment preference for Appalachian coni:.acts, when apple,.ab1e, as speclned In ,Attaviln'ent Al, or b. employ convict labor Tor any purpose wttiun bee antis C! tie psgect isiless it Is labor p `mzed by cov.10ts w110 are on parole_ superrlsed release, or pronation. fl. NONDISCRIMINATION iAppllcable to al =ecteral-akl constrttcion contacts and to alt rented subcontracts of 510,IXID or more.) 1. Equal Employment Opportunity: =guar 9mproyrnent opposttlnty (EEO) requirements rot to disrrtrrinee and ;o la e affirmative. ac4on to assize equal opportunity as ee lords under exs ut- tiIta order. rL:es, r'egut dons {26 CFR w, 29 CFR 163D and 41 CFR 60) and orders of 1!e secr ry of Labor as molted by tele provisions prescrlled herein, and impose© purswit ID 23 U.S.C. 1417 stead)'corsfdute ne EEG and Ere= affirmative action standards Mr the connectors project acthlles under Its contract The Equal Opportunity Construction Contract 3pedncatiorrs set fora under 41 CFR 60-4.3 and toe p DvSlovis of Pre Amer3oan CCsabrides Ail of 1393 ( 42 U.-S.C. 12101 rF ,6gp,) set 1 under 23 CFR 35 and 29 CFR 1E30 are Incofperted by refeence '.:n thls Ceram t. In the execution of Uel contract, the 'Dumpier agrees to comply Mt Pie Tortreing Wildman spectre .requirement activities of EEO: a_ The contractor 'Mil work with the Mate nrgwsay agency {S}.?", and :he Federal Government In carrying out EEO obIgatlr;rls and In titer review o•1 hl&10 r acttvltles ucder `lie contract b. The contractor Alii accept as MS operating ply he ro1cridrig eaterr'h'_rn: '1l Is 117e policy of tits vonl'pasly to assure that applicant are employe;, and 1t1a; enliioyees cue treated during empio)lnrsnt,without regard toihetrae, raglan, sex, Wu, national origin, aye or dlsabllty. Such acton shall Maude: employment, upgrading, demotion, or transfer, recruitment 0 recruitment art sr-3sing; talon' or emanation; rates of pay or other forms or compensation; and selection for training, incluang app€enrceshp, preapprenttceshp, ander ori-the-pb tralrfng. 2. EEO G(flosr_ The =tractor Will designate aid maim diown to the SHA cortaotinq orcnicers an EEO !Meer 'PATO Will have tie responsibility Dr and mast De capable of effectively alt ninlstenng and promoting an acmie contractor program or EEO and amu rust be asegne3 adequate authorty and responabtlty do so. 3_ Dissemination of Policy: Alt members of the connotes straw -no -alb autnarizad io here, supervise, promote, and ,d r aarge n_, rr erre Nyoes or who r _e a,c,,mond such mita Page 1 or who are si bsta1llalfy Involved In such armor. Pell be made fuiy ccogntzart of, anti wit knplelr ort, 'ane contraMors EEC poicy and oontractreal responsibilities to provide EEO In each grade and crew -cation of empioymerd. TO ensure that the above agreement will be me;, ane Working actions .i1b be `aken 3s 3 minimum: a_ Periodic meetings cit supervisory and personnel office "employees will be conducted before the start of wor,S and men not toss often Man once every sib months. atwiilch dinethe cantr-ctar s EEC party: and Itstnptementabcn WH be erewfeweci and explained. The meetings 'MD be conducted by are EEC Oar. b_ Al new supervisory or personnel once employees will be green .a thorough .iadochlna on i ih* EEG 0/Doer. covering all major aspects of Me contractors tors zEC Obligations wttfhn thirty days following their reporting or duty with the =tractor. c. Al personnel who are engaged Irv:rllrectreasubment :r the pmiJect will be instructed by fire EEO Cinder h tine Gond-actor's procedures err locating and hiring Marty group employees. d_ Notices and posies setting iccbi ole contractus EEC policy will be placed in areas neadlly accessiers to employees, applicants for employment and potential employees. e. The contactors -EEG policy and the procedures to tmptemert, soca policy will be brought bo the afenticn of etnplcyees by means of meetings, employee handbooks. Or Other appropriate means. 4. Recruitment: When adverdstng for employees, the =Manx MI Matilde En all atherflsernerrts for employees tine nc I1no:'An Equal Cpp:skinity Employer -All suMi advertisements will be placed in publications naming a large circulation among minority gizmos in bre area from venal the pee led work force would normally be derived. a. The contractor will, napless predudted by a valid bargaining agreement, conduct systematic anal direct recruitment through public .and private employee Teterrd sources !Rely to yled quarried minority group applicants. ib meet Oils requirement,the cxnntracter will ideality sources of priVn lal minority grow emp(a wee, and establish with such identified sources procedures whereby minority group apptbants may be referred to it* dor actcx icr employment consideration_ b. in the event the contractor has a valid bargaining agreement prodding Tr exclusive hiring hall referrals, one ;s expected to observe "one provisions of that agreement to Me extent that the system pernats the oor tracIors compliance with EECC contact provisions. (The DOL has hid hat where Implementation of such agreements trace the effect Of dismirrdnating against minorities or women, cc abligaes rive contractor to do the same, such implementation violates Executive Order 11246, as amended) 0. The contractor will encourage his present employees ba refer minorily group applicants for employment Information and procedures °what regard to rer f11ng minority group appnaants sill tie dismissed with employees. 5. Personnel Actions: Wages, *Ming coned:k s, and employee taunts shad be established and administered, and personnel actions a every type, including hiring, upgrading, promotion, Tangier, demotion. larch, .and lenrrnation, shall betaken Page 2 without regard to rem, color, religion, sex, nallonat origin, age or dlsabhlty: The following procedures "sial be followed: a_ The contractor w1D conduct pertdc inspections of project sites to Insure rat warring ccndtbons and employee ditties do not kitntcate dfscrlminstory rea'.rrient of project site personnel. b_ The contractor wilt periodically evaluate the spread of wages paid w1tiin each t lassibcattan to de'stern hie any evidence of dlscrininatory wage praMicee c. The contactor will pertot tcaby review selected personnel actions In depth to determine whether there is evidence or dlsoxtminatfon. Where evidence Is 1ounrt, bre contractor -MI promptly lake "corrective action. If the review metates that the dlscrimInahan may beyond the actions reviewed, such corrective action shall include all affected persons. d. The =tractor will promptly investigate alt complaints of alleged discrimination made to :he contractor in connection with elsabllgaticns uncierttls ocrrtract, will at-empt to resolve such corrplalntat and wit take apploprtatecorrective eclat 'withal a reasonable time if the investigation Indlcates Mat the rfscrftnlnaticn may erred persons saner than the complainant, such ,corrective action shah Include such clover persons. Upon compsebtn areaat Investigation, the canlractor w1D Inform every co mptartant "a an of his avenues of appeal G. Tralntr g and Promotion: a. The corzitrao:cr out assist 2t1 iodating. "qualifying, and increasing the skits or minority group and women employees, aid appllcatis for employment b. Consistent °with tete contractors work force requirements and as permissible under Federal and Slate regulations, the centracmr shall make full use of trautktg programs. i.e_, apprenticeship, and on -the -Job training programs irar the geographical area of contract performance. Where fe Ibfe, 25 percent of apixedices or trainees fn each occupation shall be in Melt first year of apprenticeship or batting. in the event a special provision tbrtaktingIsom-hied under bits carrract, tins subparagraph will be superseded as tndlcated In the special provision. 7. unions: ft the coii1rdor relies in whole or In part upon deform as a source of ernpiayees, the contactor will use hlaaier best er;irta to attain the cooperation errauch urfons to Increase opporturitaes lir minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by he contractor either "tiredly or though a contractors assoc 1lcnacting.as"agen1wsillIndtlde=fieprocedures set forth !below: a. The aantractor wtU use best efforts to deveicp, In cooperation with the unions, fore training programs aimed toward qualifying more •rrlrsarly group members and MIMEO Sr membership In the unions and increasing tine skills of mi natty group en and worsen ser that they fray quafby Air higher paling employment b. The contractor wit use best eons to incorporate an EEC cerise Irdoeacr union agreernent-n the end that such onkel WI be oontraduaIy bound to neer applicants without regard to their race, color, religion, sex, mineral origin, age or dlsati llty c. The contractor "s to obtain hrt,^nnadan as renal .practces and potties of the labor union except that to the extent such information is within fire excluE ve possession of the tailor. union and slit it labor uruun reuses 'un:lsh such Ir rmalicn to Me contactor, tie cardractor shall so certify to the SHA and shall set forth shat shorts 'late bee!I trade to ob ala Such Irhrtrr3tlan. d th the event the union is unable ;o FwOviu= the onfr:.ctor vitt a r3,35.41T3N3 Sow of minority and women C.CICRs !fill Y11 the MIC Ant set tail 11-ill"{AiliL4ll!'G1ayadti f•.� agreement, me contractor wElI, through Independent recruitment efross, 1111 die employment vacancies without regard to race, cider, rengrora. sex, Mona! aright, age or disabIIty rnakingfulltlbata1O t>€alnqualffedandnrcp.IaittLatie minority group persons and worsen_ j'he COL has meta that it stall be no excuse Mat the union widt which the contractor has a wreathe bargaining agreement providing for exclusive Merrai failed to refer minority emploter j in the evert the union rare practice prevails Me =tartar from meetig Me obligations pursuant to Executive Crder 11240, , 35 amended, and these special pra tsIorls, such cont' -or shall mmetra1e y may ine ;zN.a. 8_ .Selection of Subcontractors, Procurement of Materiata an'd Leasing of Equipment The 03r3ractcc strati :not dlscrtminem on the grounds of ;ace, calor, "raglan, sex, naOral origin, age err disability in the selectt1n and retention of subotintraciors, Inaiudmg prncurernent or materials and leases of equpment a_ The aonG3c or shall notify ail potentia[ mnioondacUrsarxl supptlers arils±her EEO obligators under Ills =tract. b. Clsadvanlarged business enterprises (CBE), as decried in 49 CFR 23, shat ve eqt I oopdrh n sty to compete Mt and perform subcartracgs 'Walt bie contractor enter into pursuant to tt11s contract She oontraztor wet use his best effors to s3 c1t bids from and to aim :^.BE si2Occritractors or subcontractors wrat meani►gtttl minority goup and female rep seneaakin among their employees. Cart—actors shall obtain fiats of DBE consimodort flans from SHA persorneL c. The contractor will use Ids best efforts to ensure subcontractor compliance with! their EEO obligations_ S. Records and Reports: The contractor snail keep such records as necessary to document cvrnpilance 11th the EEO regiarements. Such moats shad Se retailed 'or a partici at three years To tcirdrig completion of the rontracc wort and shall be ,avattabie at reasonable limes and pierces for iaspetil T by authertced ire res, natives of the SHA and the Fi iNA. a. The records kept by the contractor snail docurnerd tree totiowing: 11) The number of rminartty and non-rrinorty group members and women -employed ?n each 'work classtficat1on on die prop t ?2) The progress.anisefforts betngma, 031:9erat1or. with unions_, ',Men applicable, la increase etf:loy ec=r< opportunities far minorities and women; ? 3) The progress and Oats tteng made In Muting, iurrg, training, quarrying, and !gig Jhig inlncrtty and emale employees; and (a) The prngraac and er_`:virr, maim rn_1e 5arllrrng the cervices tae CBS mitcoriantors yr oJtoaniractola wen meaningful Monty sty and female representation .among their employees. b_ The corn—sada—vat subrne al annual report to die SHA each July :or the duration of the project, intlIcallng the cumber of minority, -women, aria non -minority group employees cirrerity engaged In each work ciasstitcat}on re lied by the -contract mit i intimation i5 tO be repor..ed Gtr =uiwra F9'VA-6391_ if on -t re :ob training .te being required y spedat provision, a contactor alb be requIrA to wiect and report =Pr. ing dao 11I. NONSEGREGATED FACILITIES 1Appticab1e to ar'Federal-aid const ucton atria -acts rd to all waled subcontracts of 310,000 or more.) a_ By sibrntsslon of 2115 bol, the execution of this contract Or sidioontract, or sire consuntmadon w this material supply ageemert or purchase order, aA apprnpi1 e. the bidder Federal- aId COIEtruotron contractor, subcontractor, material supplier, or vendor, as approrpr1te, ,certiles treat the fine does not maintain err provide for its empoyees arty segregate Mollifies at any 0r its estatiienrnents, and that the liras does not permit its employees to perform their service's at any location, under Its oordrat, where segregated facilities are maintained. The firm agrees that a bare; n 0f tits certification Is a vralraon of the EEO provisions of 3.hfs contract. The flan further cerfllles :hat no employee wit be denied access to adequate leclbleson die basis ;Sl sex lardlsah}nty_ b_ As used in this iaer=_Nac,aucn,ire tai:! 'segregated faci¢.iers" means any 'Raraigroams, wort3i335,r ocins anil Siehrao'r15, €esaurants and other eating ares, flag. tooter rooms, and other storage or dressing areas, parirttg lots, drtniang fountains, recreation or enter alnmerlt areas, taanspotz_a cn, and housaig tallies provied for engine—es rltrlloi are segregated ty explicit directive, or are, h tact. segregated on the bests of race, oalar, glen. national origin, age or dtsabiilty, because of leant local custom„ or otherwise. The only exception st111 be 'or the alsabed 'hien the demands traccessidlltyoierrtde (e.g. Disabled pariangq. 0_ The contactor agrees tfsattLttasTletnetteratlotbaln Mertical certification from proposed mitoontactots or material suppuurs prior to award .of 5ulecor acts or consummation of rrate€lal supply agreements of -$10,000 or more and that ii will -retain such clerltiiratraris In its files. IV_ PAYMENT OFPREDETERMINED MINIMUMWAGE /Applicable telt Federal -ad con satraioncontracts exceeding 32)001 and Mali related scbccvntracts, except for projects -Waleed on roadways cta5al03d as local emesis or rural minor collechws. which are exempt) 1. Gement!: a_ Al me:Manias and laborers enpioyed or working upon Me site arta work Mil be paid-urxxtrdfilcrany and rot,e6s often Ulan once a week and wtihaut subsequent deduction or aribas. on any account [except such payroll deducilcns as are permitted by regulations i29 CFR 34 issued by the se ary of Labor ander tale Copeland Act 49 J.S.C. a75cg She full amounts of wages acid bona ride kluge beriens tLX o:ash NO/dents ihered ube Orl1E of payment. The payment shall be computed at wage rates net Less than ltxlsecorral riedltn he wage determination carte Sea -Vary of Lathan fIeretnalsr t1e wage deieririratttxr^,which Is attached hereto and made a part hereof, reprdless of any contractual reraikrn5hlp which nay be alleged toexist brrs len die contractor or its subcontractors and such laborers and nnec131}Cs. The wage determination iiric_tu_dlno any addtiion_al 1iaass4Xaunna arid wage Pea cmas conformed under paragraph 2 of ads Section IV aid ne DOL pcsr(WH-1321) or Form Fat WA- TA.shall be posted at ail dynes by the ntractor and Its sutrccrrtraclors at the she aline wart t a prominent 3;id accessmle place wurrere it Ian to eastiy seen by the waters. For Me purpose of inks Sector, canhltI ars made or casts real:ratty an1idpated hr bona Thie fringe benefit under rnec ion 1 (ti 2) of the Davis -Baum Act (40 U.S.C. 276a) cn hemi of laborers or meciiantcs are considered wages pia to such ratarers or mechanics, subject to the prriirl5lans at Seaton IV paragraph :ah, tenni'. Also, rune pup:sear this5edion, regufar canblbelicns made cr casts incurred far mare flan a'A+eedy penal q'txrt not less omen than quarterly) under plans, ends, ar prow ns, which cover the particular weedy perlaad, are deemed to be carsaucbvery reale or Incurrsd clang such Vieelly period. Such tatcr;ers and mechanics shall be paid 31e appropriate wage rale and fr1n9 berets an the wage determinatfan lir the classification of wont actually perTonred, •without regard to skill, except as proruhled in paragraphs 4 and 5 at'Sils Semon IV. b. Laborers or mechanics pe tinning 'nark In rncre 1113n ane =Wittetlon may be annotated at are rate spindled far each c1assltratcri for the rme actuary wanted therein, provided, haat the employer's payroll records aaauratefy set tali the time spent In each o:asst3eaitan In whine want Is perfumed. c. A➢ rulings and Inlespretatcns at ire Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein Incarparated by reference In taro contract 2. Classlricatton: a. The still` =Miming officer shall require Mai any cuss at laborers 3r meciiarhk s empioyed tamer lite o retract, aTh41 dint listed tti tae wage de?enrinatcn, snail be classified to conformance with the wage deenr;lr>3ttcra. b. The ctanhaebrtg Mau shaft wove an wild Sinai c assmcal©n, wage rate and range benefits orgy when ire 2Itow1ng criteria have teen met (1} are work 1 be pert rmed by the additional classification requested Is not .performed by a ctassttcallon in the wage determination; (2) ice additional clabsmcafxn Isulazed rn thearea by the ecnstrucor itdus6Y (3) the proposed wage rate, Inc trig any bona fide fringe berrelts, bears a reasonable relationship to the wage rates contained In the wage determinabcn: and (41 with respect to helpers, when such a classlncallon weans in the area In which the wort is performed. c_ if ire aonorac r.arsubcontracors, as appropriate, he Iahcrers and mechanics air Imam) to be employed In the 3ddRlanal class:mcaton ar Met representatives. and the cantracttng Meer agree an the classification and wage rate including the amount designated oar binge benefits wthere appropriate), a report orate as an faxen snail be sent by Ere contracting atter lo ole DOL. Aobntntstratoraf the Wage and Hour Division., Employment Standards Administration, Washington, DZ. 2210. The Wage and t'Anr Ai imhilshata r, or an authorized representative, will approve, modify, or disalprave every adottionat ctassidcaecn action w" +trdn 30 days of recetpi and so ad Ise the oonbactng a'eeer or will allay the aantr—dc�ttrtg orticer within the 30 day period that adcitional time isneoessary Page4 d_ In lire event the contactor ar sutcanbactors,. as appropriate, ire 1abarers e r mechanics to se employed in the adalilonal ciassIncaton ar thelr representathres. and the con—acing otter do nct agree on tri proposed , ssT.3catIan and wage rate (Including :he amount dezygnated Mr fringe benefits, where approprdael, the contracting officer shall refer t ie questions. inclining Um views of 311 interested partles aid live recrurJnendo8km of the contracting erIna to the Wage and Hour AtirniNsirator for determination. Said Administrator, ar an a t arfzed representative. wit Issue a determination within 20 days ar receipt and so advise the contracting crater or VI notify the ccritractng center within the 3 I -day period Mai additional time is necessary e. Tie wage rate (Irrciudlrrg range Detente where appropctaGe} detemtme4 pursuant to paragraph 2c or 21 a this Seaton IV Mal be paid to at workers performing work In adlttanal aI3sst1catcei tram the first day an which wart ;s perfumed In the =ssialcaticri. 3. Payment of Fringe Benefits: a_ Whenever the minimum wage rate prescribed In ire courant Por a class ar tatters ar mechanics inakides a tinge benen ',Mich Is not expressed as an homely rate, the oantractar ar sartconiraclors, as appropriate, stoat either pay Me benefit as slated in tlse wage detenntaatan or shat pay another bora 3de fridge heart or an hourly case egad+ralerl thereof. b. rate contractor or sUbccntra r, as approprla1, dos not brake payments to a trustee cr other third person, nestle may sxhnslder as a part of the wages off any taborer or rnecimia ire amount of any costs reasonably antictpatled In providing ntna ode ftlrage beneitts ander a plan or prcgran, pro/Acted, toad the Secretary of Labor has found, upon the wrftlen rearrest ante =tractor, that lite appiicabie =names ai the Davis -Bacon Act nave been met The Secretary or :_ober may require the contractor 10 set aside in a separate account assets for the nwesng Df o bllgattcws under are plan ar pragrana_ 4. Apprentices and Trainees (Programa of the U.S. DOL) aria Helpers: a_ Apprentices: (1) Apprentices wit be panted to work at Less Man the predetermined rate for She work ttsey performed when they are employed pursuant to and tndi'vidually registered In a tons tide apprenticesblp program regtelered wtththe SOL, Enipfoywerrtmid Tra rtrgA01n1ntstraticn,_Bureau of/apprenticeship and Trairdng, or whir a State apprenticeship agency recognized by the Bureau, or t a person is employed Th Miter first 9 days of prcbelkfnary employment as an apprentice In anon an apprenticeship program, vitro is not Methiduaty registered ki the program, but who has been maned d fay hie Bureau is Apprenticeship and Training ar a slay a apprenticeship agency {where apprtpnaae) to be engine for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman -level empimes on the job site in any craft demarcation shall not be greater than the ratio permitted to 31e eantractor as to the entre wait[ force underlie registered program. Any employee Wed on a payroll at an apprentice wage rate, who Is riot aeglstared or otherwise employed as slated atiave, snag be paid not fess than Ilse applicable wage rate listed 21 the'wage determination for the classification of work actuary perfumed, Inatitrhn,anyapprentice periomtktg worts an MOM she Vi excess of tri? rXkl pant t ed wide the regtstez-ed program slat Ise paid nrA less than the appr3tie wag rate on tie wage determiner/an or the work abtaty permed. Mere acontac:crcrsuboon taaor sperfuming sariszuetinn cn a project crr, a IDbafdy oiler than that ai Which its pvrogram isregistered, therat osand wage. rates (expressed In perortages of the Mum eyman-levet hourly rate) wattled n :ire contractors or sdibcvrtachair s regaeres F.t-oam OW be observed_ {3)Every apprentice mustsepatdatnetYssthan Me rate specit1Ed in trie stered prcgrarrs tor the apprentice's teuer ar progress, expressed .as a percentage of the zdumeyrnart-level trrxiry rale specified In the applicable ',yap de:-embnadan_ Apprentt,3es shall be pad f'1rge nene11ts In acccrdance'%t h die j ovIstcissrihe3pprenlinshtp program. apprentieestup program does nal spesxty mrsge blooms, apprentices must be paid the full amount sof fringe berteets listed on the wage determination for the applicable dassfjation. ildseA.dmtnlstrator the Wage and:liourDivislan delenrAtes drat a dtiferent practice retails far the appfcande apprentice c assn-x`auon, tinges soar se pro in aboorraarce with That deteminaton. 441) In the event the Swear ofApctentlseshrp and Trilling, cr a state apprenticeship agency reoognbed by die 3r.~reara wnndraws approval cr an apprenticeship pragranr. the contractor or subcontractor MI no longer be permitted to Itil ze apprersims at less than :he appecane pr dgertrnned r-..eitir tele Corparab a N3rii peclorrned:4 Mgui3r5rrrpfcrgeea ure,�r 311 acceptable pragrarn to apprarer� b. Trainees_ 41) Except as ptavded In 22 CFR 55.1E, trainees wf� nc4 be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered In a program n watch rias rem F ed pear apprrnial, evidenced by ',ramal satirisation by the DOL Employment arniTralnlrgAtiritnlstr raw 42) The rata of trainees :o tiumeyrkial=e+wei employees on the jolt site shun not be greater Clan perrttted under the plan approved by the Emptoyrr_erx and Training Adminlslrabon. Any helper listed on The payroi at a trainee r :who is not registered .and participating in a trailing plan approved by the Erapiaymentard Training Artmtttstrabcn shah be pall nut less Man the applicable ;ravage rate on tie wage deem:Malian trim aasstficallon orwcrk act•ialyperforre1L In addttibn,. any 1atnee perfuming went an die job site In ek(r'e of lie roto per -furled u nth the Telt- E1E4 Fibre. (dila short to paid not ess ttian the atrplleable wage rase art the wage cretermrraflon for lie 'wank actuary performed. y3) Every fialnee must be paid at not less ;hat the rale specnled in the wormed program or nlsMer levet of progress, expressed as a percentage of the Foumeyrran- level hourly rate specltied none applicable wage determination_ Trinees stele be paid hlr-.ge tenets its h accordance alter the preiilsiams of the trainee program_ 2 the .nalree program does not -mention mage tenets, ti—ainees shall be Earl Me 1'un amount of fringe beitgnrs listed an ne arab-aereatana3nn unless the Adminsitator of rite Wage and :Hour Division determines dial Mere tsars apprenticeship program assns ed vital the =responding ;ou€ney;nran->erel wage rate co tie wage determination vetch provides test less than Tull fringe berets for apprer4taes, ,kohion case suer trainees shah rise flee same fringe tenets as apprer11 es. j4) In !tie event Me Ernplcy.tnert .and Training Administration vittridravis approval of a iralrlrg program die controly or subcantracIor will no 1Cnger be perar"ted is artilytrainees at less Marl he applicable predetermined rate Mr the work perrdrmect until an acceptable program is approved. c Helpers: te2pa5 Mk be periethed to = an ' V: If one 1cp"cr : a sstisailon is ape 1e1 :.,=trned an Me appiwble wage determination ar is approved pursuant to the confOrrlrance procedure set Witt In Sectresi W..2. Any worker dated cn a payroll at a neper wage rate, who Is not a helper under a approved f1ritton, serail be paid not fess Man Me applicable wage rale on the wage deterrnmiailan Mr the (tasstnca in c4 work actually perfumed_ S_ ,'y)spr&ntioes and Ttatnees (Programa of the iJ_S_ DOT): Apprentices .and trainees waning under appr'ennceenlp and mil :raring programs Anita nave Leen catuRed rrr the Secretary ar'rartspottaticn asprernaling EEC' in edmeclia1 with Perioral -aid highway oonssncbcn programs are not sided tote resgrenents of paragraph 4 rr this Sectitn IV_ The straight lime hourly wage rates for apprentices and trainees under stabil prograrns will be established by the paramlar programs. The ratio of a e/nines and trainees to joumernen shah not be greater than permitted by :he erm of :rte particular program. S. Wit%froRlb.g: The SHA adult upon Its own astral or upon:wrttters request of an mark: died representibe of he DOL wbhhakf, or cause to be 'hlthhetet, firm the contractor or subcontractor under this =Iran or any other Federal contrrdi'' 1th the same prone contractor, or any attrer Federally -assisted contract stib)ec1 to Davis -@assn prevat,[rtg wage dents which is teed by Me same pane oar, ctor as mai of bre aotsued payments or ativarces as may be considered necessary to pay laborers and mechanics, Including apprentices, trainees, and helms, employed by the siontractor or arty subcontractor the hilt amount of wages required by the contract tri tree erten of Sallure to pay any laborer cr mechanic, tnckang any apprentice, tranee, ar 11e ler, employed or working an the .site or the work, all cr part of the wages required Cy rte contract, tire SZHA ocntracitng unser may, alter nrttten ire to file.oantractor, take such action as may be necessary to cause the suspension of any rurther payment, advance, era guarantee or runts until swat Mations have ceased. l_ Overtime Requirements: No conrraccr or subcontractor contracting ror any part V the contract Rork wThcta may require yr Involve 31e ertiptdysnent Cf laborers,. mechanics, watarm.en, or guards (including apprentices, tralrees, and helpers described In paragrapPis a and 5 above} shalt require or permit any Mover, merdranlc, watchman, or Yuan! In wry vnirkweek In which heshe is ernpfoved on such 'hal, To work II Mess oT PEWS In rush workweek unless such Mauer, rtlearanic, watchman, Dl guard receives scirmensata11 ata rale not less Mai one -and -ore -',lair tithes MAK baste rel ci pay for aii hours nuked a Eqc.*&- 40 ` wia n Riker vrcenva.i. 8. Violation_ !utility for Unpaid wage Liquidated Damages rn rhe a:err: of any violation or 11e cause set forth In paragraph 7 atom, the contractor and any sutcontractor responsible Mereof snail be !uh` 'fllhe a lected elripfrnmef[_chlsih unpaid :asgr s In 7LcIrInInn, such contractor and subcontractor Shan be hale to the United Slates (In :lie case of work done under ocrkract fit the District cr CoWrnt€a or a territory, to such DisirMt or to such territory) far uqutdaed damages_ svcn Ilquiclatea damages Shall be =mooed Alt! respect 111, each individual laborer, mechan c, watchman, or guard employed in vola ion of the cause set MO rn paragraph 7, in tie sum of 313 far each caerdar day on *JO such employee was required or permuted to work In excess of the.st-autdard Apt 'seek of 4D hours watart payment of ale otienine wages required by the cause set Twill In paragrapi 7. 3. Withholding for Unpaid Wages and Liquidated asmage8: The SWL shall upon Its awn action or upon wmten request of any a rhorfzed represerrative of the DOL atttitiold, or rause to be hdlthne5d, Mom airy monies payable on account def work mirrored by the s imolai or subcontractor under any socio canted or arty other Federal contract with the same pane contra -Oen or arty other Federally -assisted contract subject to the Contract Work 3lours and Safety Standards Act, which is tied by the one prime contactor, such sums as may be determboed to be necessary to saltily any naiades of stx3h contrMar or stMoontraoMrfor unpaid wages and lquIdated damages as provided .h the sxatme set form rn paragraph 3 above. V. STATEMENTS AND PAYROLLS (Applicable fss all Federal -aid orinstnmOon contracts e.oweding 2,0C 6 and let at relaid subcontracts. exceplfor projects tooled an roadways classified as local mails ar rural acllecora, MUch are exempt.) 1. Compliance with Copeland Regula,tone 423 CFR 3): The connect. shat comply whir the Copeland Regulations of Me Smeary cf Law Mph are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records re1a2►g thereto shall te rnah>talned by the aarrt actor and eaddh subcontractor durtshg the course of the WOOF and presented for a period of 3 year Mom the date or ocapietlim oT the ecru Lr at taborets, mechanics., appremmres, trainees, watchmen, heitlera, and giants war ng at ire sZe of the wdrlt b. The payroll reams shat contain the name, sotxa securtty marten and address• of eacrt such employee; ills ar her correct alasastflcattcrt: tnouiiy razes of wages paid {IndUiling rates of cantrlmlIons cr costs anIapated tor tone dude 1Elnige Dements or dash equlwatent thereat the types described 3n Section 1 {Q)t2)(B) ar Me Davis Bacon Asti; darty and weekly minter of Wows worked; deckhctiens made; anihwhat wages palet. In a l:WM(1, TorAppaIacNan contracts, die p ynal records Mall contain a nr .anon Indicating whether die errptkryee does, or does not namely reside In tote arbor area as defined In Aitardhment,4, paragraph 1_ Whenever tie Secetary or Labor, pursuant to Seaton PJ; paragraph 31). has tooird th3E tae wages ar any laborer cr meddiaans Irdrarle the amount of any oasts reasonably anttdpated In providing benellts larder a plat or program de -scribed to Section 1 ¢bjt2X13) of the Davis Bacon tux, ale contractor and each subcontractor shah maintain records verich sham that the carr nllment to provide arch tenefta Is et illatmatle, tial Me Man or program IS nnandaIy responsible, flat the plan or program has teen dmrnmunfcated leo milting to ire laborers or mechantos affected. and show the cast ant dpa,ed ar the actual cost Incurred lel providing Derwin. Contractors or subcontractors employing apprentices or trainees tinder Pages approved programs shall maintain widen evICence of the registration of apprentices and -ramee5, and ratios and •rage rales presaitbed in :he applicable programs_ c_ =aril contractor and subcontractor Mal furnish, each week In wI1cft any contract work is perforaned, o the SNA resident engineer a papal orwaag'es paid each of is employees iinclu;Sng apprentices, trainees, .and helpers, described In Sedan IV, paragraphs 4 and 5, and watchmen and guards engaged on work axing the ging weekly payroll period;. 711e payroll submitted shah set out acc u1ateiy and completely of of the information required to be maintained under paragapri 2b or Ns Section V. This sifiatua tort may be submfied in any Mon rlessed. Optional Form Wit -34716 mutable for this purpose and may be purchased from the SupeMterdent or Documents ?Federal shock number 1324 -CD3 -0014-1 1, U.S. Government Panting 061ce, Washington. D.C. 204E2. The prime contractor Is responsible for the submission of copies of payrolls by al subcontractors_ d. Earl payroll submtthed .steal be a€ carnpanled by a `Statement of Compliance,' signed by the contractor or subcontractor ar hIsRher agent who pays or supervises the payment ar the persons employed alder the oordract and strati certify the Mowing: {1j that the payroll for the payroll period contains die frrrcena bore revolved to be rrllntakted under paragraph 2b of Ma Section V and that such information Is correct and complete; t2j that surt.M taborer ter .mechanic {including each helper, apprentice, and trainee) employed cc ;?re conte during 31:e pa)Tnhl period has been paid the ltd! weekly wages earned, without rebate, either directly or indirectly, and drat no deme cleans have been made either directly or rndlrecty Immo til Meld! wages eared, olttertran perinlseIble deductions as set lath In the Regulations, 24 CFR 3; (3) that each laborer or mechanic has been paid not Less Mat the appltcatt'e wage rate and lege benefits or cash equivalent fix lie ttasslfcalfart ar worked pertoned. as specified In the applicable wage determination Incorporated m b the contract e_ The weekly stbrntsston of a properly executed ozgatioation setttorth on the reverse side of Optional Farm '011-1- 347 11+347 shall satisfy the requirement tor submission of Me moment 0? Caniplanee required by paragrarin 20 or this Section V. s . The talstircallon IX any of ate above cerlilcattons may subject the can`ractor hx chi cm criminal prosecution under 1 B U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor snail make the records required under paragraph 2b orbits Section V aialable for Imspeclraa, copying, or transcription by authorized representatives of ane SHA, the FYEIYA, or ate 001., and shat permit such representatives 11 Interview employees durktg working hours on the job_ It the contractor or subcontractor Mils to submit the requIed records or to make Mem av able. ate SHA, the FFiWA. the DGL, or all may, after %Mien notice to hie contraclor, sponsor. apprcant d7f ammo take such actions as may be necessary to cause 71e slispenskuh or any Wilier payment, advance, or guararoee of fiends. Furthermore, failure submit the required records uporl request or to make such records available may begrounds far debarment action pursuant P29CFR5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Fe:ieral-aldcontra 4s on Ute National Highway System, except :nose WI= protide coley i;r die Adoration of protective de'tt es at rafted grade c3o55ing5, Mose which are constructed or' a force ,account or direct labor basis, iilgnway beautification contracts, and contracts for which tkie total ttna1 coriZown7on cart for roadway and bridge is lairs Man 31;3117,COD 4,23 CFR 3,-H) r€,eoenifactat Pratt a. Lorre Tamilar writ the cost of sceei% mate and -stipples contained In Form F1- WA -47, 'Statement of Materials and Labor Used by -Contractor or Highway CCnsvnactfor involving Federal Funds.' prior to the oorr riencerrlent of work. under this =tract ti. Marllamn a record cR It* total cost of al rnatertats and supplies purchased for and Incorporated In the wont, and also of Pe quantities - those specie: materials and stipples listed on Fan FHV -47, and die unts shown on Form FHWA-47. a. Furnish, ;1pm111se completion of the contract, a fire :a=irs resident engineer on r=oan Fr A-47 together 'Atilt the data required in paaaagrap€i 1 b relative to rtaterlas arlrt supplies, a final labor surnmary of all contract 'Mari indicating the total dabs worked and thetrda1 amount earned. 2. At the prone contactors op roes eltmer a single report covering aid contract wort or separate reports for die contactor and far each subcontlacff shag be submitted. VII. SUBLETTING -OR AS,S G14 `sG THE CONTACT 1. The arcr>:ractor shag perform 'Ihw its own organs ton contract war& arnourag to rant less roan 30 percent or a greater percentage it specified elsewhere to the contracth of :he Ictal original contract price, e_xclLrding any specialty Penis desIylna`ed by the State. Specialty ?terns may be pericrrned by subcontract aril Erle amount of any such specialty Items per -turned may he deducted from tike total original contract dna?: bentre compuutlg 'ore amount of work required `tt be pertained by die oantooMrs own organization (13 CFR 635.). a. Its own organtzaUon "shall t.e construed to Include only workers ernploped -mid paid directly by the prime contactor and equipment owned or rented by the prime =trader, with or Millard operators. such term does not include employees orequipment rata5utcan1r3i or_.assignee, or agent ar the prime °oraractcr_ b. -Spec-tady Items' Stilt tJe cassaued 10 be gloated to 'ache tnat regiiiMS rgnly.ape iatieu Xnavled e, abilities, or eq.1nnent not or itnargy amiable 'n the type of aontzacting organizations ns quamed and expected 10 bid on the contract as a whore and 31 general see to be 11nitt.d in malar ca npanents of iie overall contract_ 2. The coda= anoirint upon which the reopatrernents set forth Inparagrpn.1 ofZe ion Vit Is computed trrludesthe cost or material and :nearlrxFdcured pt'olix%5 which are :o be purcitase3 or produced by Me oanriacor under the cora-act provisions. a`_ The r,-asnr:ra%tor nail furnish (al aUI petenrt sup ertnterlrtent or superiisar who is employed ty !1e firm, has tun au -Malty ti direct pent -mance of the work In accordance cart tie oontraet requirements, and Ps 1n charge 01 all construction opered:els (regardless of who pertorrn3 he wall and (b) .such other of his own organizational Grsources. (supervision, manage ne iL any engtneertng services) -3s tie SI -IA a3nbacting omeer letemllnes Is neoes ry o carre ihe cerotnanee ole =tract. �. No p011011 or :lie contract snail ors cadet, assigned or olterA`se disposed oa except ,A1111 ane wr1tn consent of Me S'1A contacting cier, or auttmrbed representative, and such consent 'Atw1 pen giants be construed to reJeve ale aantr-.ac1r of any resoorlsibtltty for tale fulfilment et the •nnntract WrE en consent :1111 be given txey atter rite SI IA has assured Mal .3.3011 sang Pact is evidenced In writing and that tt conlalrs all per:Avant ,provisions and :%mtne,—c o a of ire pine conte.. VOL. SAFETY: AC.L JO:TP1'FSEF Akfk 1. to the performance of this contact tole oortraolor shall comply vet' ak apps atie Federal, Slate, and loot Sams gmeming safety, healol, and sanitation (23 CFR 6351 The oontsac or Shag provide a3 safeguards„ satyr detP.c eS and p mgt. a equipment and late a>ry ogler needed actions as tt determines, or as the SHr4 oontraoting officer may deteerrme.10 Ce seasonably necessary ID protect Ire ltie avid health of employees on ase Jett and Me safety or he public and to protect prnpery In connection with the perho nance a the 5tnrx covered by the crantracL 2. it is a c;ornittion Ca this ten ra0Z, and £11311 be made a cordtbran of each subeor,°:ract, vittid3l the contractor enters into past nt io tits contract flat the contractor and any.subcontractar �d1a1I not pe ruff any employee, In performance of Cie conA, to wort la surroundings or under congaors winch are unsar#atary, hazardous ar ffamgeroua tel timber health or safely; as determined under ccnsintr Son Sr4Sty 3111 hearth tdards t'29 CFR 1926) promulgated t+y she Secretary a1abotr, k1 accar ice'Mtn Se.. -Son 107 of thek Home Work and 5ale:y Sim -103115 Act -(40 333).U.S.C. 3_ Pursuer= 29 CFR t92li_3,11sa ccndttbn ctthlrscor tit= the Secretary x Labor or art ortze11 rs{ireSent3I a thereof, shad have right of entry to any site of contract performance to InspectorIr'restdgaIethe matter -of =pence tvrttlfrecorlean clIon fety 31111 health standards 3111 10 carry out ilbe duties Df lame Secretary :ender Section 112 or the Contract Work tiotos and Safety SSIand it1s Act (40 L9.S.C. 334 EC FALSE STATEMENTS CONCERN/4G HIGHWAY PROJECTS in order 10 assrre algal qua'tty and Durable 0nszuc1lcn I11 conformity ;Mtn approved pars and specifications arid; a high degree of reiabllhy an statements and representations made by er lneers, contra .r5, suppliers, and'wOnters on Federal -aid highway projects, It is essential that all persons concerned w 712 Me project perlomr their fundi! is as carelillly. thoroughly, and honestly as passible, Willful falsification, distortion, or misrepresentation AO' refect to any racs related to Me prated IS a` 'gluts= of Federal law. T pre=fer,' any nOtur>dee-arguing regaining the serlotratess of Mese and slnitlar acts., Me following notice snail to post t an each Federal -aid highway project (23 CFR f 35) In ane or more places where It Is really available :o all pesons concealed Moil Me project NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAYPRQJEGTS 1S LI.S.C. IMO reads as rctlows: iTzeie.. riieing an arBa r,, agent, or pIlf1Vj'-Urii ori MIAs,at or any state or 7 13Or); or Wu -Lever, Ie reIft r3 4w_ssrur, association . 'nn, or corporation', hrrawing)' ,'orates any false staPrrenr, ,Parse represenratice, or: gee repetrt a510 ole ciaaracter. ytratty warray, or cost or e'ae smaheat a sect or tote oestX or she Warily c rquaf rorette wadr pat--me:f ar to tx rrt12C, 1' 1 DOR thereof tlr co n.ecton w1111 Me sLa'1rfseilNi or gals, maps spe+arl:WMa'oe 0 153019. Ar CM'S taanStrr,aart ,G'7 3nr 191 rnway Page 7 err related project submitted for approval to the Secretary' in Transpcvtahon; or Wtraever .xnowinguy makes any !Wise statement, false representation, fase report or face cram let,/ respect to ire crrarackr, greaV(K (pointy, or coat of any wonl.oerromed ortote .firmed cr naterlats t willsJred cv tot.* 1LTm'sned . i c uu l -sear Ian the cons=Min f any 011rway or Mated prgeo acted Dy'dre Sec elaty of 7'ransportattr: or Wdroever knowfng'r'y mazes any fat8e statement or raise representadan as to matertat tact in any statement w-ritriaa-te, err wort sutvisherl pursuant to piV15Xfcwn5 of Sire Ferteras-a'd Roans Act .approved Any d, t91E, (3 Stat 355,% as amended and m pptemardeit SAW Ve Med not more .Man $10.007 or irr)oravreo' nc t more tlun S years or tc X' X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL_ WATER POLLUTION CONTROL ACT (Applicable ho alt 'redtaal-ad construction contracts old to all Waled Faflci itracis of 510O,DC [ cc mere.) 3y subnstsslon of this bid or the execution of this ,ontract, or subcontract, as appropriate, The Lader, Federal -aid construction contractor, cr subcontractor. 35 wproprlaale, win tae deemed o nave sfipiva ed as tOlkrws: 1. That any Metal that toroth be united hilhe p=rfcrmance of this contract, unless such cm1ract Es exempt under ttie Clean Ali Act, as arrerfed (42 Lf_S.C. 11557 est o, as amended by Pub.L 91-644 and ,under Fsrderae vllaterPollutton Control Act, as amended 133 U.S_C. 1251 et seq.. as amended by Fubl. 3i2 - Me), ExecutIve Cyder 11738, and what/cats In Implement -Mon Hereof r,4 CFR 15) Is not Itr.ent, en the date o1 contract award, . trio 11.5. Emttonrnerrtai erre ecticn Agency (Ezi1,) Ust of Viala:t►g FacEtes puma/Mix/49 CFR 15.25. 2. That the nrm agrees to o cormityar i remain In comp1ance Wet al the requirements cY Section 1 t 4 of the than At Art and Se two 358 of the Federal Nater Pollutan centro! Act and all regifaticns and guidelines listed thereunder. 3_ That the nun Mai promptly rattly the BHA afire receipt of any oarruhiiXhtralkm riornthde Dfrec to afire of Federal Activities., EPA, 'nacatingthat aMonty Ma= -or lIbeutllzedforthecontract Is under consideration to be listed on die EPA List of dicta ng amities_ 4. That the flan agrees to lnrdhide or cause ti be included She requlrernerns or paragraph 1 through 4 of this Section X In every mutter* t subcontract, and lather .agrees to ;acre ouch action as :ire government limy tinct 35 a means cf 'Wareing s€ eft requirements. XL CERTIFICATION REGARDING DEBARMENT. SUSPENSION, INELIGIBILITYANDVOLUNTARY EXCLUSION 1. Instructions for Certification -Primary Covered Trarnsactlors: (Applicable to 3e Feet ral-aldcentre= - 49 CFR 29) 3_ By signing and subm1lling this proposal_ the prosper.e primary participant is providing the certification at old beim Page8 b_ The natality of a person to protide the centtricatien set on below -MA nct3necessartly result tridental of parilctpa or !n rigs covered transaction. The prospective parr'ctpartl shall submit en expianaaon cc'a by It cannot provide the ceritnca5an set out below. 'The certification or explanation will be considered In oonnecticn s1th the department or agency's detrn lnaticrl Meier to enter into tris transaction. However, failure of :rte prospective primary participant to furnish a certtcation or an explanation shall disqualify such a person %urnn participation In ,this transaction. c_ Thecertmcallon 3n this clause Isamaterial representation of Tait upon wid'ch reliance was placed when the department or ager,.cy delemtlred to enter Into this transaction. if It Is later determined Matte prospective _prmary participant Itnowingy revered an erronecus-certhicsticu, in addition to other remedies walla= M Me Federal Goverment, the departmert or agency may term drat this trasacton for cause of default d_ The prospecthre primary participant shall provide immerfalewiliten notice to the departrneritoragency to Morn Ns proposal is submitted any dyne the prospective primary participant teams that Its i errrtcaon was erronecus when siubmitted or ias become erroneous by reason of changed circumstances. e. The terms 'covered transaetlun,' 'debarred."suspended.' 9nettglble: 'truer tier covered transaction," participant' `person.' 'primary covered transactlan,' 'prtnclpal, "proposal, and 'voluntarily excluded, "as used 11 MI5 dame, have the meanings set out In tie 13ellr1ti ns and Cc'I age sections or rules Irrmlernentlng E_xerteve Crideer 149. `15311 may =tact the department or agency 10 WW1 Mt proposal is submitted Tor assislanoe In obtaining a copy of triose regutattons_ T. The prospective teary part1cparhtagrees submittingby' tiIs proposal that should inc proposed covered iransacllcn be entered into, It shall r art knowingly er-ir into any lower Ler covered transaction 'Nlth a person who fs debarred, suspended, declared Ineigible, or vatuntailty excluded torn partfdpatton Irk hits cowered transaction, unless arstiorfzed by the department or agency entering Into tits trmsaeinw g_ The prospective pdrnaary part1c pant further agrees by submitting 'lilt proposal that it itis Mdurie Me clause Mtn `Certmcatan Regaining Debarrrternt Surspenslan, Inelgbilty and vbluniary Exclustor mer Iler Covered Transacllan,' provided by the department or agency entering Into i13s covered transaction, without morthcalon, in all rower tier covered transactions and fn an solicitations for tower tier covered trartsachoras, r. A par pant In a oavered transaction may rely upon a cer Ioanon ora prospective partictpanti in a lower her covered transacllan that .is not debarred. suspended. Ineligible, or voluntarily excluded hum the cat ered transaction, unless It knows that the certification Is erroneous. A participant may deride the method and ireghrertcy by *Mitt tete mtrhes tree eligibility of its principals. Each participant may. but Is not required to, check the nanprctcurerier1 portion of foie Lists .of Parties Excluded From federal Procurement or Nonprocurernent Pmgrains' 4,Nonpromernerd Ust} whim 15 compiled by the General Services AitNnistra on_ I_ Nothing contained In Me foregotig shah be construed to require eibabtsimentof a system of records In oriel to render in gmil fait rite certhicat1an required by this clause. The knowledge and iritzrination of participant Is riot required to exceed If11'4ttY. l Is namely possessed by a prudent person in the orcfnary course of business dealthcr . acept for traneactiar-.s aJthorZed under paragraph f these iisln-cikns, If a partlslpant ",n a civere.d iransadton 'knowingly enters Into a low Ger covered L'ansaThan Mtn a person Litho Is suspended, debarred, Ineligible, or 'maritally excluded ;ruinspaiucipaii ti i ii MS ;dotal ba otter remedies avaPable to the Federal Goverment, the dcpartTTient7 3gemy may c, i,.a at !its =matt= 21 cause or eefauit Csrti catton Regarding Debarment, suapenalcn, Ineligibility and Voluntary E ccN atop -Primary Covered Transac11ans 1. The prospective primary participant centibar its Inowlesig.e and bellee, that ';? and Its pdrei ais:'fir the best of its moisteage arta CEitET, that is anti :Os principals: a_ Are rot present), debarred, .suspended, proposed ;or debarment, tethered Inetgbie, oc'oolurnaity enticed from vete! transactions by any Federal department or agency; b. Have not wttllrh a 3 -year period preceding Ms proposals been convicted of ar hada Will judgement rendered against ti: -em for t crnirJ is r at fraud ora original at wise In oannectloon with attaining attempting to obtain, fix pert hg a public (Federal, State or laza) on or confsadlurxfer a public Sat ara:0; vio anon of Federal or ;;tate antitrust statutes or commission of embezzlement avert, forgery, brberrt iarstlication or destruction a1' Dards, making false =merit, or receiving stolen pntp+el y. c. Are notpresently1nrdctedtktr or otherwise manlnaly or chilly drarged by a goweara1entar entity (Federal, ate or local) with commiserin of any or the •olTenses enumerated In paragraph 1 b of tf militcatlerf ltd 1. ;Have not ',thin a 3 -year period preceding ;his applleatlonlproposal had one or rr-nre public transactions ;,Federal. State 4r Meal) terminated for carne or .default 2. iifttere die prospective penal part:ctpant ;s unatxe to sad), to any aftle statements in triticertillcafcln, such prospective parlIcipant shall elan an expianalart to %Its proposal. 2. Instructions Tor CerttlTcstlan - towbar Tier Covered TransaCtfons_ tAlrtptcabie to al sub ontrarY.'S, purat ase orders and other rcM'er Ger irarsadforts ol: S25,Wa,cc mare - 49 CFR. 294 a_ "3y signing anal s larnittlng this proposal, the prospective :Ower ter is proedrig the ce'nritcaifal! Eel out below b. Ther ethf patron In this Cause Isa material represenNton of ;ad rpcn anion rellarve was paced Wien this transaction was entered tnrto. If It Is later delesrokied that the prospective rower ifer participant knowingly rendered an erroneous . ertmcaticn, in addition 10 other remedies available to the ?renal !7.mer Ij'._ "_�-_F9rtrrmnt, ,_r Agency with which this !rumoron- originated may pt rsu a ave fable remedies, Inc?Idtng suspensoin ard.for debarment a. The prospectYe lox c iter participant shall provide trnrne[trate'mitten nae 'the person to Which This proposal is subn1led if atany time the eolve twertier participant learns shat, ifs certification was erroneous by reason or clanged circumstances. ii_ The terrn5 "c9YereA transactIci " Rhe iarret $fir need " Imli ibie, ""'tsar covered transaction,' "pan►e mint,"persan,"prtncltaR'`proposal,-anc ticluntartly erroluc5et1,` as used in this clause, bate to meanings sea out in the DernZSons a ldcnvelage seers of rules Implementing axeruUve Creer 1254. 'Mu may contact the person to "Wan this proposal is "submitted for assistance In attaining a ropy of ;,hose negurailons. e_ Tie prospective lower tier participant agrees by lint Iitttlg this proposal that, should to proposed " vered transaction be entered Into, It shall not knowngiy enter into any 'Lower ter ookered transacttan with a person who is debarred, s:aspended, declared .ineligible, or voluntarily excluded `.nomparticipa ari in thisovieredtsnsm'.i]r;«uness authorize by the department or agency With whict1 this transaction originated. f. The prospeoit'e laver tier par3dpant further agrees by satcritttlng this proposal that it wit inolude this clam Tired •Cec"ifflcation Regarding Debarrnert, Suspension. 4nefgtri1ty and \ 11inaaer Exclusion -Lower Tier Covered Transactof without rnsdtfication, to all rawer ter covered 1:-ansacda ns and In di soldfaticns for I051er ler owiered trarhsa^lons g_ A participant a mussed transac tion main Fey upon a �?er,tIi lcdr Ira proepeci ve partidpantin a hither tier covered transadtlen that is nal debarred, suspender, Ineligible, or tixniuntar1ly excluded from the cohered transaction, un'ass It tnnxira that the Certmcaitori is erroneous. A pariorant may decide the rrret loot and frequency by which , dete-ntrines the eligib?ity of IN principals. Each partTpant may, but is not required to, check the ticrpracuement tom. h. Nothing contained In the foregoing strait be aorrs rued In regrhre es atrstEnent ofa system of records in order to rsexler in good Faith the oert1i1cadon required by this clause. The lrnr sledge and Iniarmailcn of path:tpae Is not rewired to exceed that Rht4" h Is normally pessessert.by a prudent parson In the orrnary course of business dealings_ t Excep�t�'c�r transactions authorized under paragaptt e aT lnese hilt ai ions, if a par1Fdpart in a oe a ed transaction InawIngly enters frt a lower tier cornered tsansaclon wkrr.a person -litho Is suspended, defamed, i ellgltle, or Voluntarily excluded film participation in this iarma rc, 'Sit addticn m other remedies acallable to tthe Federal Government the department or agency with winch this transaction ongtna--ed may pursue arraitabie remedies, Including susperr, on anther debarment. COI"LI1I fitful Regarding Dn:uvuat�ntit, 8itapei7Sirrit, Ineligibility Voluntary- €xct Seton—Lowwer Ther Catered Transactions: and 1. The prospective lower the participant tierttlles_ by subrnt'ssian of this proposal, that nether It nor Its pnnclpais :s presently debarred, suspended. proposed for debarment, ledares irei ia,-,rvolunranhrexculedhonpacticbsr n transaction by arty" Fedual department or agency. 2. 5'111mm Tie prespect'ie lower' er paridparn Is unable to tmray ar any arvm,staVinerrsIn Illscerltncako, such prospective partIclpant shat attar an etplanustrn m iris proposal_ 4 4..4, XII_ CERTIFICATION REGARDING USE Of CONTRACT FUNDS F RLQBBYING 4Apptic to all Federal -a)1 crststrueton contracts and to all related subrxr;tracis which exceed Si CCI,COQ - 49 CFR 20l 1. Tile prespecttsre participant centres, by algnlrg acrd sibr3l ling ills bid or proposal, o Me best of his or her knowledge and belief, that a_ No Federal approprieed hinds have been paid or Wfi be paid, by or on behalf of the uttteratgned, to any person `or influencing r attempting to Influence an officer or employee of any Feclerat agency, a Member of Congress, an officer ct esnp{oyee of Congress, ar an employee of a Member of Congress In connection AIM Ute awaning or any Federal contact the mating of any Federal gram, :he making of any Federal tan, the en'errig into of arry molter -arm agreement, and the e>densian, coo inuahkxt. renewal, amendment. or modification crafty Federal contract, grart, Shan, crtocoopertfre agreement b_ if any funds other than Fec eras appropriated hinds have teen pard cr will be paid to any person for Irtquenorig or attempting to Infit ence an officer cr employee of any Fedora agenvy, a Member of Congress, an racer ar employee cf Congress, or an employee of a Member of Congress In connection a1Mi this Federal contract, grant. Man, or cooperative agreement, the undersigned Vial complete and submit Standard farm -LLL. 7.Irsolosure Form 10 Report Lobbying,' In asvordance trait las Instructions. 2. This certification Is a rnaterla representation of tact upon which rellance was placed when 1hIs transaction was made or entered Into. =Mission of tis certlbcat?on Cs a prereg1iisbe her mating or entering Into his iransacUarrimpcsedliy 31 U.S.C. 1352_ My person who Taus to file me required certllcalIon shall be subtectlo a ottll penalty cf nottess titan 5111,©m and not mare than 5i41t1CU for eaett such Mum. 3. The praspet 1ve pa pant also agrees by submi ittg Ills or her bird cr proposal that he cr sate shall regis a that the language of this certification be included In all lower iter subcon a, which exceed 51119.000 and that all such recipients shAl cerlY grid disclose atecordingly. ATTACHMENT et -EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable :u Appals ran contracts aniy.) 1. DI.1rg 'he performance of ^Its etract, Its contractor urcieraking b {1a wor3 which a, or reasonably may be, done as on-site ark—A, shall give preter&rce to qualified persons Aird regularly reside In bre labor area as deEl d by the OCL.*herein fls cw t ac work is 'ilite� cL or Me .sbiiegio ;or -Me Apparson:ana counties of the State uttereIr tie contract =et ;s atuaarl, except a_ To the extent that qualified persons regularly resit n In the area &e not available. b. For the reasonable needs of tyre vontra for to employ si perrisory or specially experienced gersannel nemesary to assure an efficient zxecutlon of lite contract work. c_ For the cbilgation of The contractor to offer employment to present or tonna' employees mine result of a lawful ouliectrme bargaining canract, pecutded tnatihe nurucer or nairesitlent persons ernpoyed under this subparagraph 1 cshall not exceed 22cement ofthe tale! number of employees employed by ate cont astzar ter the ccxltra t kora, except as provided in subparagraph 4 Wax 2. The contactor shall place a sob order with :rte State Employment Service ircd<eaTlrtg (a) tTteolasssrcailans tette laborers, „ne iae-tics and Mier employees required toerror i cantraU yolk. (bi the nusnber of employees required it each ciassincadan, tc}bre date on welch heesnrnatessuch employees win be requR L and (d) any otter pertinent Inkftxrnat1on required by the S Employment Service to caerplete the orb cordes -forty Thep order may be placed wtlh the State Employment SerySx In wilting or by Telephone. /during due course Mitre contrail melt, the krforrnafion sub ntitett by the contractor in ate original fob art is substantially manned, Fleshed promptly finery the SWeEnptcpnent Serve. 3. The contractor Ehall gtae TN3 ccnssderabon to an (miffed roti appelmets referred to hitt by Tie State Employment Service_ The contractor Is not required to grrrt employment to any job appteants who, In his opinion, ae rot.qualmed to perform The ciasallmllcat of wort required 3. d. within 1 weer Mowing the placing 1' a job order by Tate oontractcr'sial the Stale Employment Service, :he state Employment ,Service rs unable refer any gJalmed jab app cants to the oontractcr, or ess Tuan die number requestd, ale SW -e EiVrayare_ct SEPAL -a MI Meru -red a ce.rtaiMre :r7 Tie € or actor Indealtng the unavailability of appucartys. Such ma/Gate ala i be made a pat of the oornactc(s permanent project mourns Llicc re.cept of oris calibrate, the contractor may empkry persons Afro On not nor ally reside in the labor area 10 Si positions cohered by he certmcate, rico ithstac 1rtg :ne provisions cf subparagraph: 1 c above. 5. The contracar shag irdude :rte prnvtst.^ns t Sections 1 nxough 4 of this Atta€itmer_t A in every a t. antras for WINK 'OM Is, or reascnabJy may te, cone as on-site 'NOM. F3ge 11 CONTRACT.. THIS AGREEMENT, made and entered into in triplicate, this 2 I - day of 146°' , 2005, by and between the City of Yakima, hereinafter called the Owner, and Knobel's Electric, Inc. a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 108,563.00 , for Signal Flashers, N. 6th St. & E. "B" St., N. 6th St. & E. Lincoln Ave., N. 8th St. & E. "B" St., N. 8th St. & E. Lincoln Ave, City Project No. 2126, Fa. No. STPH-0005(173) all in accordance with, and as described in the attached plans and specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Thirty (30) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA this'day of . 2005. City Manager Attest: (r City Clerk CONTRACTOR A --/1/- L Z L , a, Contractor A/C Corporation By(_ (Print Name) j Its / e 113 (President, Owner, etc.) Address: . ' / 27e /Z ,•1 u_, l- t PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: BOND #929349537 That we, the undersigned, KNOBEL'S ELECTRIC, INC. a WASHINGTON Corporation as Principal and WESTERN SURETY COMPANY a corporation organized and existing under the laws of the State of SOUTH DAKOTA as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 108 , 563 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this 29 day of NOVEMBER , 2005. Never -the -less, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on,2005, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said KNOBEL' S ELECTRIC , IN . , the above bounded Principal, a certain contract, the said contract being numbered , and providing for SIGNAL FLASHERS N. 6TH ST. & B ST N. 6TH & LINCOLN , N. 8TH & B , N.which contract is referred to herein and is made a part hereof as though attached hereto), and, 8TH & LINCOLN CITY PROJECT #2126 WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said KNOBELS ELECTRIC, INC . shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and material men, and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. App% -. as to fo (City Attomey) KNOBEL'S ELECTRIC, INC. (Contra75 CLIFFORD P. KNOBEL, PRESIDENT (Print Name) Its: PRESIDENT (President, Owner, etc...) WESTERN SURETY COMPANY By: I TAMMY R EE urety) 1/4 (Print Name) Its: ATTORNEY—IN—FACT 115 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby stake, constitute and appoint Donald W Emerick Jr, Tammy R Mc Kee, Traci L Sullivan, Shelley A Burnham, Individually of Yakima, WA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts — and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 19th day of August, 2003. State of South Dakota County of Minnehaha } ss WESTERN SURETY COMPANY Paul . Bruflat, Senior Vice President On this 19th day of August, 2003, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My conunission expires November 30, 2006 s D. KRELL s ' �a�t� NOTARY PUBLIC ' r c'='J SOUTH DAKOTAS f + + CERTIFICATE D. Krell, No o'ary Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation p ed on the reverse ereof is still in fo e. In testimony wh:, •• I have hereunto subscribed my name and affixed the seal of the said corporation this Lv day of , _ Ari i� Form F4280-01-02 WESTERN. SURETY COMPANY cDT 24146 Assistant Secretary ACRPM CERTIFICATE OF LIABILITY INSURANCE DATE -� FAX (509)966-3454 PRODL, R (509)965-2090 Conover Insurance, Inc. 125 N. 5Oth Ave. P.O. Box 10088 Yakima, WA 98909-1088 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Knobel ' s Electric Inc . 801 Tennant Lane Yakima, WA 98901 INSURER A: Continental Western Insurance Co INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TRJNR ADSD'DL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDMY1 POLICY EXPIRATION (MMIDD/YYl LIMITS GENERAL LIABILITY CWP2396809 01/01/2005 _DATE 01/01/2006 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED$ 100,000 CLAIMS MADE X OCCUR PRFMISFS (Fn nrrurrnre) MED EXP (Any one person) $ 5,000 A X Stop Gap Li ab . PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: —1 PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY n JEET-n LOC r ` AUTOMOBILE X LIABILITY ANY AUTO CWP2396809 RfVV,� 01/ ss 'f` , i 01/01/ I : + COMBINED SINGLE LIMIT (Ea accident) $ '000'000 1,000,000 A ALL OWNED AUTOS SCHEDULED AUTOS P,??°3 ,el...- O ILY INJURY (Per person) $ X X HIRED AUTOS NON -OWNED AUTOS //�I �% �1 _ BODILY INJURY (Per accident)) $ 0# '''' PROPERTY DAMAGE �,� •/ (Per accident) $ GARAGE UABIUTY �jA } t AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABIUTY CWP2396809 01/01/2005 01/01/2006 EACH OCCURRENCE $ 7 OCCUR CLAIMS MADE AGGREGATE $ 5,000,000 A $ DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC STATU- TORY 1 IMITS OTH- ER ANY PROPRIETOR/PARTNER/EXECUTIVE STATUTORY E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? if yes, describe under E.L. DISEASE - EA EMPLOYEE $ SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS :ity of Yakima, their agents, employees, and elected or appointed officials are named as additional insureds for project #2126 per form CG2033 (10/01). CER TIFICATE HOLDER City of Yakima 129 N. 2nd Street Yakima, WA 98901 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL VAIVX i XIX) MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, xXXXXIXdAXZXXXXXIMXXX NIXAr Oast 1(itll' XINEXe1 CXXXXI DEXXDOE iIfEXIXKlidleXXXXXXXXXX ACORD 25 (2001/08) AUTHORIZED REPRESENTATIVE John Cockrel1/TAMMYR ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) COMMERCIAL GENERAL LIABILITY CG 20 33 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED.- OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability aris- ing out of your ongoing operations performed for that insured. A person's or organization's status as an insured under this endorsement ends when your operations for that insured are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: 2. Exclusions This insurance does not apply to: a. "Bodily injury", "property damage" or "per- sonal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering .or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. CG 20 33 10 01 b. "Bodily injury" or "property damage" occur- ring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the addi- tional insured(s) at the site of the cov- ered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another con- tractor or subcontractor engaged in performing operations for a principal as a part of the same project. © ISO Properties, Inc., 2000 Page 1 of 1 0 STATE OF WASHINGTON ) ) COUNTY OF YAKIMA ) MINIMUM WAGE AFFIDAVIT ss I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or Tess that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of , 2005. Notary Public in and for the State of Washington residing 121 PREVAILING WAGE RATES Federal wage Rates 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 following: Federal Wage Rates. The provisions of Chapter 39.12 RCW, as amended, and in accordance with the U.S. Secretary of Labor, Federal Labor Standards Provisions, and Wage Decision included herein. State Wage Rates. 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 both the federal and state prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying the higher rate of these schedules 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 sub- contractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each sub- contractor 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 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 Industries. 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. The Contractor and all Subcontractors shall be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. The Contractor and all subcontractors shall also be required to submit Monthly Employment Utilization Reports in accordance with these Specifications. 123 124 General Decision Number: WA030001 10/14/2005 WA1 Superseded General Decision Number: WA020001 State: Washington Construction Types: Heavy (Heavy, and Dredging) and Highway Counties: Washington Statewide. HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date Modification Number Publication Date 0 06/13/2003 23 03/18/2005 1 01/23/2004 24 03/25/2005 2 02/06/2004 25 04/01/2005 3 02/13/2004 26 04/22/2005 4 03/05/2004 27 06/03/2005 5 03/12/2004 28 06/10/2005 6 04/16/2004 29 06/17/2005 7 05/14/2004 30 07/08/2005 8 06/18/2004 31 07/29/2005 9 06/25/2004 32 08/12/2005 10 07/02/2004 33 08/19/2005 11 07/23/2004 34 09/09/2005 12 08/06/2004 35 09/16/2005 13 08/20/2004 36 09/23/2005 14 09/03/2004 37 09/30/2005 15 10/01/2004 38 10/14/2005 16 10/15/2004 17 10/22/2004 18 11/05/2004 19 11/19/2004 20 12/03/2004 21 01/14/2005 22 02/18/2005 CARP0001-008 06/01/2005 Rates Fringes Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1• $ 24.18 7.75 GROUP 2• $ 25.29 7.75 GROUP 3• $ 24.45 7.75 GROUP 4 $ 24.18 7.75 GROUP 5 $ 59.90 7.75 GROUP 6• $ 28.32 7.75 SPOKANE AREA: ASOTIN, 125 GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1• $ 23.51 7.75 GROUP 2• $ 24.61 7.75 GROUP 3• $ 23.77 7.75 GROUP 4• $ 23.51 7.75 GROUP 5• $ 58.24 7.75 GROUP 6• $ 27.60 7.75 CARPENTERS CLASSIFICATIONS GROUP 1: Carpenter; Burner -Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingler (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw -Off Bearer; Wire, Wood and Metal Lather Applicator GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, dock and wharf carpenters GROUP 5: Divers GROUP 6: Divers Tender ZONE PAY: ZONE 1 0-45 MILES FREE ZONE 2 46-65 MILES $2.00/PER HOUR ZONE 3 66-100 MILES $3.00/PER HOUR ZONE 4 OVER 100 MILES $4.50/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (2819 W. SYLVESTER) or Main Post Office of established residence of employee. CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee. CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee. CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee. CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee. DEPTH PAYY FOR DIVERS: 126 Each foot over 50-100 feet $1.00 Each foot over 100-175 feet 2.25 Each foot over 175-250 feet 5.50 HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. CARP0003-006 06/01/2005 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS; ACOUSTICAL$ 28.41 11.16 DIVERS TENDERS $ 31.01 11.16 DIVERS $ 67.18 11.16 DRYWALL $ 28.41 11.16 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood -type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materials,,,,,,,,,,,,,,,,,,,,$ 28.56 11,16 MILLWRIGHTS $ 28.91 11.16 PILEDRIVERS $ 28.91 11.16 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET 150 TO 200 FEET 2.00 PER FOOT OVER 150 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE city ZONE 2: miles of ZONE 3: miles of ZONE 4: miles of ZONE 5: miles of ZONE city 1: Projects located within 30 miles hall of the above mentioned cities Projects located more than the respective city of the Projects located more than the respective city of the Projects located more than the respective city of the Projects located more than the respective city of the 6: Projects located more than of the above mentioned cities of the respective 30 miles and above mentioned cities 40 miles and less than above mentioned cities 50 miles and less than above mentioned cities 60 miles and less than above mentioned cities 70 miles of the respected less than 40 50 60 70 CARP0770-003 06/01/2005 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES ACCOUSTICAL WORKERS $ 21.71 CARPENTERS AND DRYWALL APPLICATORS $ 21.45 CARPENTERS ON CREOSOTE MATERIAL $ 21.55 DIVERS TENDER $ 32.26 DIVERS $ 72.52 INSULATION APPLICATORS $ 21.45 MILLWRIGHT AND MACHINE ERECTORS $ 30.40 PILEDRIVER, BRIDGE DOCK AND WHARF CARPENTERS $ 29.40 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 29.60 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 21.58 129 10.45 10.45 10.45 10.67 10.67 10.45 10.45 10.45 10.45 10.45 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton -'1__-1 .OLL Tacoma Everett Mount Vernon Pt. Townsend Zone Pay: 0 -25 radius miles 25-35 radius miles 35-45 radius miles 45-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON AND PILEDRIVER ONLY) - MILLWRIGHT Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles 25-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour CARP0770-006 06/01/2005 Rates Carpenters: WESTERN WASHINGTON: CLALLAM, KITSAP, LEWIS (excludes pile drivers straight line made by extending the west to the Pacific Ocean), PIERCE, THURSTON AND WHATCOM COUNTIES Fringes GRAYS HARBOR, ISLAND, JEFFERSON, KING, only), MASON, PACIFIC (North of a north boundary line of Wahkiakum County SAN JUAN, SKAGIT, SNOHOMISH, ACOUSTICAL WORKERS $ 29.56 BRIDGE, DOCK & WHARF CARPENTERS $ 29.40 CARPENTERS AND DRYWALL APPLICATORS $ 29.40 CARPENTERS ON CREOSOTE MATERIAL $ 29.50 DIVERS TENDER $ 32.26 DIVERS $ 72.52 INSULATION APPLICATORS $ 29.40 MILLWRIGHT AND MACHINE ERECTORS $ 30.40 10.67 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 29.60 10.67 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 29.53 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Zone Pay: 0 -25 radius miles 25-35 radius miles 35-45 radius miles 45-55 radius miles Over 55 radius miles (HOURLY ZONE PAY: Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour WESTERN AND CENTRAL WASHINGTON 131 - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 25-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ELEC0046-001 06/06/2005 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes Cable splicer $ 36.85 3%+12.64 Electrician $ 33.50 3%+12.64 ELEl:UU48-003 U1/U1J2UU5 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes Cable splicer $ 31.60 3%+$13.05 Electrician $ 31.35 3%+$13.05 ELEC0073-001 07/01/2005 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes Cable splicer $ 24.62 3%+11.73 Electrician $ 24.22 3%+11.73 ELEC0076-002 09/01/2005 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes Cable splicer $ 34.78 3%+12.91 Electrician $ 31.62 3%+12.91 ELEC0077-002 02/01/2005 Rates Fringes Line Construction: CABLE SPLICERS $ 39.48 3.875%+9.75 GROUNDMEN $ 24.68 3.875%+8.00 LINE EQUIPMENT MEN $ 30.32 3.875%+8.00 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN▪ $ 35.25 3.875%+9.75 POWDERMEN, JACKHAMMERMEN▪ $ 26.44 3.875%+8.00 TREE TRIMMER $ 20.98 3.875%+7.94 ELEC0112-005 06/01/2005 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes Cable splicer $ 31.24 3%+12.28 Electrician $ 29.90 3%+12.43 ELEC0191-003 09/01/2005 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes Cable splicer $ 33.72 3%+11.72 Electrician $ 30.66 3%+11.72 ELEC0191-004 09/01/2005 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes Cable splicer $ 29.33 3%+11.67 Electrician $ 26.66 3%+11.67 ELEC0970-001 01/01/2005 COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes Cable splicer $ 31.57 3%+10.60 Electrician $ 28.70 3%+10.60 ENGI0302-003 06/01/2005 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0-25 radius miles): Rates Fringes Power equipment operators: Group 1A.... $ 31.08 11.05 Group IAA $ 31.63 11.05 Group lAAA $ 32.17 11.05 Group 1 $ 30.54 11.05 Group 2 $ 30.07 11.05 Group 3 $ 29.66 11.05 Group 4 $ 27.37 11.05 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - rahl away; Cranes 415 tons thru QQ tons, under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- 134 Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off-road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrapers -concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish machine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, Farmall type; Shotcrete/gunite equipment operator CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class "C" Suit - Base wage rate plus $.25 per hour. H-3 Class "B" Suit - Base wage rate plus $.50 per hour. H-4 Class "A" Suit - Base wage rate plus $.75 per hour. ENGI0302-009 06/01/2005 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. WORK PERFORMED ON HYDRAULIC DREDDGES: Zone 1 (0-25 radius miles) : Rates Fringes Power equipment operators: GROUP 1 TOTAL PROJECT COST $300,000 AND OVER $ 29.23 11.05 TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 GROUP 2 TOTAL PROJECT COST $300,000 AND OVER $ 29.35 11.05 TOTAL PROJECT COST UNDER $300,000 $ 27.06 8.40 136 GROUP 3 TOTAL PROJECT COST $300,000 AND OVER $ 29.72 11.05 TOTAL PROJECT COST UNDER $300,000 $ 27.38 8.40 GROUP 4 TOTAL PROJECT COST $300,000 AND OVER $ 29.77 11.05 TOTAL PROJECT COST UNDER $300,000 $ 27.43 8.40 GROUP 5 TOATL PROJECT COST $300,000 AND OVER $ 31.29 11.05 TOTAL PROJECT COST UNDER $300,000 $ 28.75 8.40 GROUP 6 TOTAL PROJECT COST $300,000 AND OVER $ 29.23 11.05 TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 - ASSISTANT MATE (DECKHAND) GROUP 2 - OILER GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESEL, STEAM OR BOOSTER PUMP); MATES AND BOATMEN GROUP 4 - CRANEMAN, ENGINEER WELDER GROUP 5 - LEVERMAN, HYDRAULIC GROUP 6 - MAINTENANCE CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on outfitted with protective H-2 Class "C" Suit - Base H-3 Class "B" Suit - Base H-4 Class "A" Suit - Base a hazardous waste site when not clothing. wage rate plus $.25 per hour. wage rate plus $.50 per hour. wage rate plus $.75 per hour. ENGI0370-002 06/01/2005 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1A $ 21.79 GROUP 1 $ 22.34 GROUP 2 $ 22.66 GROUP 3 $ 23.27 GROUP 4 $ 23.43 GROUP 5 $ 23.59 GROUP 6 $ 23.87 GROUP 7 $ 24.14 GROUP 8 $ 25.24 7.87 7.87 7.87 7.87 7.87 7.87 7.87 7.87 7.87 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner Moses Lake, Pasco, Moses Lake, GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Grade Checker; Hydro -seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled•by Dozer with operable blade; Welding Machine GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable -concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A --frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat; Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Tractor (to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze -trete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete) ; Drills (churn, core, calyx or diamond) (operate drilling machine, drive or transport drill rig to and on job site and weld well casing); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R/T with nr without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re -screening); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar)(operates drilling machine, drive or transport drill rig to and on job site and weld well casing); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operator (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar) GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments, Athey & Huber); Boom Cats (side); Cable Controller (dispatcher); Clamshell Operator (under 3 yds.); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Draglines (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D. Welder; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber -tired; Screed Operator; Shovel(under 3 yds.); Tractors (D-6 & equivalent & over); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL GROUP 8: Cranes (85 tons and over, and all climbing, overhead, rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .30 over scale Over 250 ft $ .60 over scale NOTE: 141 In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGI0370-006 06/01/2005 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES WORK PERFORMED ON HYDRAULIC DREDGES Rates Fringes Hydraulic Dredge GROUP 1• $ 32.41 7.87 GROUP 2 $ 32.53 7.87 GROUP 3 $ 32.90 7.87 GROUP 4 $ 32.95 7.87 GROUP 5• $ 34.47 7.87 GROUP 6• $ 32.41 7.87 GROUP 1: Assistant Mate (Deckhand) GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or Booster Pump); Mates and Boatmen GROUP 3: Engineer Welder GROUP 4: Leverman, Hydraulic GROUP 5: Maintenance GROUP 6: Oiler HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. ENGI0612-001 06/01/2005 LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) Rates Fringes Power equipment operators: WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300,000 and over GROUP 1 $ 29.23 11.05 GROUP 2 $ 29.35 11.05 GROUP 3 $ 29.71 11.05 GROUP 4 $ 29.77 11.05 GROUP 5 $ 31.29 11.05 GROUP 6 $ 29.23 11.05 WORK PERFORMED ON HYDRAULIC DREDGES: Total Project Cost under $300,000 GROUP 1 $ 26.96 8.40 GROUP 2 $ 27.06 8.40 GROUP 3 $ 27.38 8.40 GROUP 4 $ 27.43 8.40 GROUP 5 $ 28.75 8.40 GROUP 6 $ 26.96 8.40 ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates BASEPOINTS: Tacoma, Olympia, and Centralia CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects: Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000 WORK PERFORMED ON HYDRAULIC DREDGES: GROUP 1: GROUP 2: GROUP 3: Booster GROUP 4: GROUP 5: Assistant Mate (Deckhand Oiler Assistant Engineer (Electric, Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic GROUP 6: HEAVY WAGE RATES APPLIES TO CLAM SHEEL DIPPER, SHOVELS AND SHOVEL ATTACHMENTS BULLDOZERS HANDLING OF HAZARDOUS WASTE MATERIALS Diesel, Steam Maintenance DREDGE, HOE , CRANES AND or H-1 - When not outfitted with protective clothing of level D equipment H-2 - Class H-3 - Class H-4 - Class - Base wage rate "C" Suit - Base wage rate + $.25 per hour "B" Suit - Base wage rate + $.50 per hour Suit - Base wage rate +$.75 per hour 11A!! ENGI0612-002 06/01/2005 LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes Power equipment operators: GROUP LA $ 31.08 11.05 GROUP IAA $ 31.63 11.05 GROUP lAAA $ 32.17 11.05 GROUP 1 $ 30.54 11.05 GROUP 2 $ 30.07 11.05 GROUP 3 $ G. 9 . GROUP 4 $ 27.37 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS ii. v5 11.05 GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes- 200 tons to 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom 144 (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto - grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine -shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump -Concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrapers, concrete and carry all; Service engineers -equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger -mechanical; Power plant; Pumps -water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, Farmali type; Shotcrete/ gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. ENGI0701-002 01/01/2005 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Power equipment operators: (See Footnote A) GROUP 1 $ 30.44 9.95 GROUP 1A.... $ 3 96 9.95 GROUP 1B $ 33.48 9.95 GROUP 2 $ 29.14 9.95 GROUP 3 $ 28.34 9.95 GROUP 4 $ 27.78 9.95 GROUP 5 $ 27.15 9.95 GROUP 6 $ 24.66 - 9.95 Zone Differential (add to Zone 1 rates): Zone 2 - $1.50 Zone 3 - 3.00 For the following metropolitan counties: MULTNOMAH; 146 CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or projects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; 147 FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator, tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (with luffing or tower attachment); TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc. operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth -moving equipment; RUBBER -TIRED SCRAPERS: Rubber - tired scraper operator, with tandem scrapers, multi -engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES -EXCAVATOR: Excavator over 130,000 lbs. GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES -EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER -TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self -loading, paddle wheel, auger type, finish and/or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screedman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi -engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type); COMPACTORS SELF-PROPELLED: Compactor Operator, with blade; Compactor Operator, multi -engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K-17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel -Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller -Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel-electric Engineer; Jack Operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshell, etc. Operator, under 3 cu. yds. (Fireman or Diesel -Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel-electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel 149 Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator, single engine, single scraper; Self -loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push-pull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationary Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor operator, rubber -tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto -Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and/or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller -Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing machine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed 150 requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE -SEWER WATER: Hydra hammer or similar types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi -Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; Pulva-mixer or similar types; Chip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self-propelled construction job site; TRACTOR -RUBBER TIRED: Tractor operator, rubber -tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Grooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (excluding working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler -Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operartor, mechanical, self-propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator 151 ENGI0701-003 06/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES DREDGING: Rates Fringes Dredging; ZONE A ASSISTANT ENGINEER $ 32.02 9.75 ASSISTANT MATE $ 28.12 9.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 34.34 9.75 LEVERMAN, HYDRAULIC $ 34,34 9.75 TENDERMAN $ 30.96 9.75 ZONE B ASSISTANT ENGINEER $ 34.02 9.75 ASSISTANT MATE $ 30.12 9.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 36.34 9.75 LEVERMAN, HYDRAULIC $ 36.34 9.75 TENDERMAN $ 32.96 9.75 ZONE C ASSISTANT ENGINEER $ 35.02 9.75 ASSISTANT MATE $ 31.12 9.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 37.34 9.75 LEVERMAN, HYDRAULIC $ 37.34 9.75 TENDERMAN $ 33.96 9.75 ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B - Over 30-50 road miles from Portland City Hall. ZONE C - Over 50 road miles from Portland City Hall. *All jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. IRON0014-005 07/01/2005 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORTELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Ironworker $ 27.42 13.89 IRON0029-002 07/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes Ironworker $ 29.12 13.89 IRON0086-002 07/01/2005 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Ironworker $ 28.47 Fringes 13.89 IRON0086-004 07/01/2005 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes Ironworker $ 30.72 13.89 LABO0001-002 06/01/2005 ZONE 1: Rates Fringes Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1 $ 18.56 7.95 GROUP 2 $ 20.88 7.95 GROUP 3 $ 25.56 7.95 GROUP 4 $ 26.04 7.95 GROUP 5 $ 26.40 7.95 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 $ 15.14 7.95 GROUP 2 $ 17.46 7.95 GROUP 3 $ 19.18 7.95 GROUP 4 $ 19.66 7.95 GROUP 5 $ 20.02 7.95 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall 154 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.) Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Mortarman and Hodcarrier; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Powderman; Re-Timberman; Hazardous Waste Worker (Level A). LABO0238-004 06/01/2005 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 $ 17.71 6.95 GROUP 2 $ 19.81 6.95 GROUP 3 $ 20.08 6.95 GROUP 4 $ 20.35 6.95 GROUP 5 $ 20.63 6.95 GROUP 6 $ 22.00 6.95 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D (no respirator is used and Skin prntg.ntinn ig minimal); Miner, class nA" (tn include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and F=llor (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement 156 Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman LABO0238-006 06/01/2005 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier $ 21.90 6.95 LABO0335-001 06/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 $ 24.22 7.95 GROUP 2 $ 24.78 7.95 GROUP 3 $ 25.20 7.95 GROUP 4 $ 25.56 7.95 GROUP 5 $ 21.86 7.95 GROUP 6 $ 19.58 7,95 GROUP 7 $ 16.57 7.95 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hail. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Guard Rail, Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber -mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive -Tunnel; Powderman-Tunnel; Shield Operator -Tunnel GROUP 5: Traffic Flaggers 159 GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers LABO0335-010 06/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Hod Carrier $ 26.04 7.95 PAIN0005-002 06/01/2005 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Painters: STRIPERS $ 23.20 Fringes 10.20 PAIN0005-004 03/14/2005 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Painter $ 19.00 6.60 PAIN0005-006 07/01/2005 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples $ 19.84 6.53 Brush, Roller, Striping, Steam -cleaning and Spray$ 18.84 6.53 Lead Abatement, Asbestos Abatement $ 19.84 6.53 TV Radio, Electrical Transmission Towers $ 20.59 6.53 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. PAIN0055-002 05/16/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller $ 18.03 6.63 High work - A11 work 60 ft. or higher $ 18.78 6.63 Spray and Sandblasting $ 18.63 6.63 PAIN0055-007 06/01/2005 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER $ 25.49 8.05 PLAS0072-004 06/01/2005 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes Cement Mason ZONE 1• $ 22.73 7.43 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office PLAS0528-001 06/01/2005 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Cement Masons: CEMENT MASON $ 29.59 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.$ 29.84 Fringes 11.52 11.52 PLAS0555-002 06/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ZONE 1: Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD$ 27.89 11.05 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD $ 27.39 11.05 CEMENT MASONS $ 26.89 11.05 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS$ 27.39 11.05 162 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall PLUM0032-002 01/01/2005 CLALLAM, KING AND JEFFERSON COUNTIES Rates Plumbers and Pipefitters $ 35.63 Fringes 15.43 PLUM0032-003 01/01/2005 CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES Rates Fringes Plumbers and Pipefitters $ 25.88 12.78 PLUM0044-003 06/01/2005 ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES Rates Fringes Plumbers and Pipefitters $ 29.76 11.69 PLUM0082-001 06/01/2005 CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNTIES Rates Fringes Plumbers and Pipefitters $ 32.95 13.77 PLUM0265-003 06/01/2005 ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES Rates Fringes Plumbers and Pipefitters $ 32.90 13.77 * PLUM0290-003 10/01/2005 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) Rates Fringes Plumbers and Pipefitters $ 33.84 15.24 PLUM0598-005 06/01/2005 ADAMS (SOUTHERN PART), ASOTIN (EXCLUDING THE CITY OF CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY (WESTERN PART), FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN (EASTERN), WALLA WALLA AND YAKIMA COUNTIES Rates Fringes Plumber $ 32.57 16.61 PLUM0631-001 06/01/2005 MASON (NE SECTION), AND KITSAP COUNTIES Rates Fringes Plumbers and Pipefitters All new construction, additions, and remodeling of commercial building projects such as: cocktail lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes where the plumbing and mechanical cost of the project is less than $100,000 $ 22.10 5.18 All other work where the plumbing and mechanical cost of the project is $100,000 and over $ 32.14 13.77 TEAM0037-002 06/01/2005 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1 $ 24.65 10.00 GROUP 2 $ 24.77 10.00 GROUP 3 $ 24.90 10.00 GROUP 4 $ 25.16 10.00 GROUP 5 $ 25.38 10.00 GROUP 6 $ 25.54 10.00 GROUP 7 $ 25.74 10.00 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hail. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lift truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus nr Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi -trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver -Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trucks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self -Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic -Welder -Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi -Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) TEAM0174-001 06/01/2005 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1• $ 26.94 11.58 GROUP 2• $ 26.36 11.58 GROUP 3 $ 23.96 11.58 GROUP 4 $ 19.71 11.58 GROUP 5 $ 26.70 11.58 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from center of listed cities*): Add $1.00 per hour to Zone A rates. 167 *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM EVERETT SEATTLE TACOMA CENTRALIA SHELTON PORT ANGELES PORT TOWNSEND TRUCK DRIVERS CLASSIFICATIONS RAYMOND ANACORTES MT. VERNON ABERDEEN OLYMPIA BELLEVUE KENT BREMERTON GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four -Wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively vel y i n heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four -wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic 168 HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." - LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. TEAM0760-002 06/01/2005 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: GROUP 1 $ 17.83 9.90 GROUP 2 $ 20.10 9.90 GROUP 3 $ 20.60 9.90 GROUP 4 $ 20.93 9.90 GROUP 5 $ 21.04 9.90 GROUP 6 $ 21.21 9.90 GROUP 7 $ 21.74 9.90 GROUP 8 $ 22.07 9.90 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber -tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.) ; Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck -Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable operated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C -D: - $.50 PER HOTTR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical splash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. 170 NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 171 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the -Administrative Review Board are final. END OF GENERAL DECISION STATE OF ASHINGTCN DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register. NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just delver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings; are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or Other similar materials covered under WAC 296-127-018_ The department's position applies only to this regulation. if you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. if you have questions or need additional information, please call Selwyn Walters at 902-4266. Thank you_ Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager $S1$$ $$28$ Supplemental to Wage Rates 18 173 Slate of Washington DEPARTMENT OF LABOR AND INDUSTRIES Pret1aIingg Wage Section - TE€gncna t2601902-833S PO Sox 44540, CLyn¢la, WA 98584-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed See inside both the hourly wage rate and the hourly rate of fringe benefits_ Crt public wxks projects, worker wage and benef3 rates must add to not?ess than this total A brief >tion of overtime caIcu aiion requirements s provided on the Benefit Code Key. YAKIMA COUNTY Effective 03-31-05 "*******tilA dAd 8t*dIcir* *******Itt*ri*****E:FRt*%***Yet*s**********************%****-******frit*****************tt*dfrk*** (See Serwllt Corte Key} Over PREVAILING Rite Htec ay Nate Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL 527.03 ani Ss3 OCLERMAk'ERS jOURNEY LEVEL BRICK AIM MARBLE MASONS JOURNEY LEVEL CABINET MAKERS (04 SHOP) JOURNEY LEVEL $1924 1 CARPENTERS ACOUSTICAL W0RIGR 33290 1M 5D 3RtcGE,t000KAND SWARFCARPENTERS 539_79 3M SE, CARPENTER 531.34 3M SD CREOSOTED MATERIAL 531.94 3M 5D DRrNALLAPPLICAT0R 53124 3M 50 FLOOR FIN IS/ 1CR 331.97 1M 5D FLOOR LAYER 531.97 1M 513 FLOOR SAICER 531.97 1M 5D MILLWRIGHT $46.79 tai 50 PILEDRIVERS, DRIVING PULLING, P3 -ACING COLLARS.AND WELDING 53999 3M SD SAWr ILER 331.97 IM 5D SPANGLE�t, 531.97 1M RA STATIONARY PCWER SAW OPERATOR 331.97 tai 50 STATIONARY WOODWORIONG TOCLS 531.97 1M 513 CENT MASONS JOURNEY LEVEL 336.16 IN 5D 544.97 10 SN 533,42 1M 5A DIVERS INTENDERS DIVER DIVER -ENDER LGE WORKERS ASSISTANT ENGTa4EER ASSISTANT MATE (DECK-MNO) BOATMEN ENGINEER WELDER LEVERMAN, HYDRAttIC MAINTBIANCE MATES OILER CRYWALL TAPERS JOURNEY LEVEL ELECTRICIANS - INSIOE JOURNEY LEVEL ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LLNE WELDER ROUNDPERSON HEAD GROUNx3PERSCN HEAVY UNE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL UNEPEERS{3N UNE EQUIPMENT OPERATOR POLE SPRAYER POVi)ERPERSCN Page 1 175 533-19 1M SO 539_51 1M SO $40`77 IT 513 81 540.29 IT 5f? 8L 540.77 IT SD 8L 540 1T R} 8L 5434 IT 50 81 54025 IT 5D 8L 540.73 IT SD 81. $40.40 1T 5D 8L 528.54 1P SA 54323 15 SA 550.84 4A SA 54837 4A 5A 533.84 4A 5A 535.48 4A SA 540,37 4A 5A 535.46 4A 5A $48,37 4A SA 539.50 4A SA 546.37 4A SA $35.46 4A SA State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prsaltng Wage :Sector' -Te_xeprane OW) 902.5335 PO Sox 44540, Olympia, WA 93E04-454fJ Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed there incAr a both the hourly wage rate and he hourly rate of fringe benefits. Cat public w rks projects, workers' wage and benefit rates must add to not :ess than this Notal- A beef desclegtion of snrertme calculation rec*ements :s provided on the Genet Code Key. YAKIMA COUNTY Etfeclive 0341-05 tre********t******* *4A'd******T* **Wrt***Alm** ****R************'R**9-ihRttnirli**********H.'kIrkick***'******Rtd******11*k*** (See Benefit Code Key) Over PREVAaLING Tim Hc1ICay rte Classification WAGE Code Cole ASBESTOS ,AISATEMENTWORKE:RS ?URNEY LEVEL 327.08 'IN 50BOILERMAKERS �C4JRNEY LEVEL 344.37 3c EY BRICK AND MARBLE MASONS ,:YtJRNEYLEVEL 533.42 3M SA CABINET M& waaOM P) --- OJRNEY LEVEL CARPENTERS ACOUSTICAL WORKER $32:[3 1M 5 BFcIC E CCCKAND VVAI� GAFF^-ENTEP3 539.7I?3M ED CMPENTER $3i 24 1M 53 CREOSOTED MATERIAL 331.4 9M 5 DR3WALLAPPLICATCR 331-34 3M SD sLJORFINISHER $31_97 1M S FLOOR LAYER 531.3'r 114 5D FLDCR SANDER 331.27 iM 411LL'AIm I-ff 34030 1'Af SJD PILEDRIVERS, rkRIVING, PULLING, PLACING calms AND WEL2NG 330.30 1M Ea S AT1LE+R 33t_d7 1M .iia Sltb LER 331.3E+7 1M ED 3TA71ONA Y PCE SAW OPERAToR 531:97 1M 53 STATIONARY WOODWORKING TOOLS 331_27 1M El 31024 1 cEriENT mASCNS .ADURNEY LEVEL DIVERS & TENDERS DIVER DIVER TENDER DA.E GE WORKERS ASSISTAMT ENGINEER ASSISTANT MATE (DECKa'1A 4D) BOATMEN ENGINEER WELDER LEUERMAN, hYDRALJIC MA114715VANCE MATES OILER DRYWALL TAPERS .,3OURNEY LEVEL ELECT.RtCIAN-INSLDE JOURNEY LEVEL ELECTRICIANS - Pt9WESLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GiOIJNDPERSON MEAD GROUNDPERSCN HEAVY UNE EQUIPMENT OPERATOR ,:AAM41ER OPERATOR 4?U R N EY LEVEL LI NEP ERSO N LUNE EQUIPMENT COEwamw POLE SPRAYER PCWDERPERSCN Page 1 176 33118 1N EC, 3$3.31 1M SD $39.51 3m 53 54017 1T`'3 9L 54028 1T2332 9L 540.1 f 1T 5#} 9L 540.22 1T 5 8L 34234 ITvs^3 8L 34028 1T 5 8L 54C1_77 1T.c3a 9L $40.40 1T 53 8L 32ELe4 1P EA 54323 1;: SA 3E0.34 4.A EA 346.37 aA SA $33.64 4A SA 535.48 4A 54 $4137 4A EA $35413 4A EA $48.31 aA EA Sac n 548.37 Ort SA 335.49 4A SA YAKIMA COUNTY Effective 08-31-05 ********fktrs-e*******axxfe*******k*****itrtfriu t*r **iwte:tea:tothirer*s+nwit*:****rzft****** rt****:t****rx,+r:t+iirrt***** Classification (See Repent Code Key) Over PREVAILING Time Iiditlay Note WAGE Code Code Cine ELECTT0aLIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVE.. 523_411 1 ELEVATOR CCNSTRUCTORS MECHANIC 55227 4A 50 MECHANIC l$ CHARGE 557.41 4A 60 FENM ERECTORS FENCE ERECTOR 521.84 1 FIAGGERS ..XXIRNEY LEVEL 52529 IN GLAZIERS JOURNEY LEVEL $19.51 15 51 HEAT & MOST INSULATORS AHD ASEESTOS WORKERS MECHANIC 52318 1 HOOD CAMILERS & MASON TENDERS .X7URNEY LEVEL 527.55 IN ss0 INSULATION APPLICATORS JOURNEY LEVEL 331'911 1 IRDNI JRw JOURNEY LEVEL LABORERS ALL C1ASSIFTCATr0N8 518;12 1 LANDSCAPE CONSTRUCTION ifiRLGATION OR LAWN SPRINKLER 8ISTALLERS 37.38 1 LANDSCAPE E€}i 1PMENT OPERATORS OR TRUCK DRIVERS 315.45 1 LANDSCAPING ORRANTING LABORERS 5 5M LATHERS .;QURNEY LEVEL 531.34 1M 533 PALNTERS JOURNEY LEVEL 32105 1 PLASTERERS ,XXIRNEY LEVEL 54058 1R SA PLUMBERS &.PIPEFiI TERS JOURNEY LEVEL POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 1T BACKHOE, EXCAVATOR, SHOVEL (3 YD & La'YuER) 341.12 17 BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 VD} 541.59 1T BACKHOE, EXCAVATOR, SHOVEL 46 YD AVD OVER WITH 542_13 1T 9ACKHOES, 175 HP&UNDER) $40_71 1T BACKHCES, {OVER 75 HP) 54.1.12 1T BARRIER MACHINE (.ZIPPER) 541.12 1T BATCH PLANT -OPERATOR, ,CONCRETE 541.12 IT BELT LOADERS ELEVATING TYPE } 3417 1 1T BOBCAT (SKID STEER) 538.42 1T BROOMS 538.42 1T SUMP CUTTER $41.12 17 CASLEWAYS 341.59 IT CHIPPER 541.12 17 COMPRESSORS 338.42 1T CONCRETE :WISH MAACHI E - LASER SCREED 538.42 1T C0 4CRE'sE PUPS 540.71 1T CONCRETE PIMP-TRUCX MOUNT Wim BOOM ATTACHA6ENT 541.12 1T CONVEYORS 540.71 IT CRANES, THRU 19 TONS, WITH ATTACHMENTS 541171 1T CRANES, 211-44 TONS, WITHATaACHMENTS 541.12 IT CRANES, 45 TCS -99 TONS, UNDER 150 FT OF BOOM (INCLUDING 541-50 1T JIB WITH ATACHP.ENT9) CRANES, 100 TONS - 199 TON', CR 15') FT OF BOOM (INCLUDING JIB 542.13 IT WITH ATTACHMENTS) 54232 10 5A 549.18 10 SA Page 2 177 060000866@t3680660 M980 BL 81. BL SL 8L 8L 8L 81 8L 81. 81. BL 8L 81. BL 8L 81. 8L SL 81. 8L 8L 8L YAKIMA COUNTY Effective Ca -31-0 **t***************A, Classification (See 5enel1t Code Key) Crier PREMLING Time HalIday NcP.9 WAGE Cade Dade Cc1e CRANES, 2O8TO?S 7038C TONS. QR 250 FT OF BOOM (INCLUDIN G -AB$4:-._, dB 17 SD 8L WITH ATTACHMENTS) CRANES, A -FRAME, 10 TON AND UNDER 538.42 17 SD 51. CRANES, A -FRAME, OVER 10 TON 54171 TT SD 8L CRANES, OVER 2.00 TONS, OR ar(3r OF BOOM 1/4Q.' UDNG JIB VATH 54322 17 SO at. ATTAOHMENTS CRANES, OVERHEAD, 5RIDGE TE ( 20 - 44 TONS) 54112 17 SD M. CRANES, OVERHEAD, 5RIDGE TYPE ( 45 - 09 TONS) 541.59 IT ED 81. CRANES, OVERHEAD, 5RIDGE TYPE 000 TONS & OVEFt) 542.13 IT SO 81. CRANES, TOWER CRANE JPO 175 IN HEIGHT, BASE TO BOOM 34213 IT SD aL CRANES, TOWER CRANE OVER 175 tti HEIGHT, BASE TO BOOM 542.53 1T 59 8L CRUSHERS $4112 17 SD 8L DECK FNc,INFFRInFoK WiNcF,Iss (pcww=4....) 34117.7 IT Ff) 8L DERRICK, BUILDING 541.59 17 SD 81. DOZERS, C1-9 & UNTER 54011 IT SD 8L DRILL 01LERS - AUGER TYPE. TRUCK OR CRANE MOUNT 54171 17 SD 8L DRILLING MACHINE 541.12 IT SD 51. ELEV.ATORAND MANLIFT, Pt-WANE/Tr AND SHAFT -TYPE 538_42 17 so 8L !QUI WENT SERVICE :ENGINEER {CR.ER.) 541171 1T 811 81. IN1S1ING MACKKEIRICWELL GAMACO ANO SIMILAR EMIR 541.12 17 59 al. FORK UPTS, (MOO LBS AND OVER) $40.71 17 SD 81. FORK LIFTS. (UNDER 3003 LESS-) 333.42 17 .---, 3L -.I-RADE ENC -NEER 54171 IT 59 SL GRADECHECKERAND STAXOJAN $38.42 17 8C 8L UAR9RA1L PUNCH 541.12 17 ..... .1-1 al_ HOSTS. 01.7SI0E q_E_EVATORS ANDMANLIFTS), AR TUGGERS 540.71 17 SD 8L HORIZONTALDIRECTIONAL DRILL LOCATOR 34171 17 SD SL HCRIZONTAUDIRECTIONAL DRILL DI:ERA-MR 541.12 IT k-, ..-1, 8L 1-1YCRALIFTSID0CM TRUCKS (10 TON &UNDER) 533_42 IT SD at. HYDRALIFTMEDOM TRi LOKS (OVER I8TON) 54011 1T SO 8L LOADERS, OVERHEAD (5 YD LAIP TO a YID) $41.59 1T 50 BL LOADERS. OVERH550 (a YDS OVER) 54213 IT SD 81. LOA0E.RS, OVERHEAD (u(DER 8 Val PLANT FEED 541.12 17 SD SL LOCOMOTIVES, AU. 54112 17 SD 8L MECHANICS, ALL 541.59 IT E.) al_ MIXERS, ASPHALT PLANT 541.12 IT s.) Ea. MOTOR PATROL GRADER (FINISHING) 541.12 17 ED SL MOTOR PATROL GRADER (tiON-FINISHiNG) 541171 17 50 81. MUCXING MACHINE, ?IDLE., TUNNEL DRILL ANCVORSI-RELD 541_59 17 50 8L on. 1.1M7RIBUTORS, SLOWER D/STRIBUTICN AND MULCH SEEDING 338.42 1-1 Sil al. OPERATOR PAVE -NEWT BREAKER 533.42 17 ED St. PILEDRIVER (OTHER THAN CRANE MCUNT) 541.12 17 SD 8L PLMIT C1LER (ASPHALT, CRUS1.5ER) 54011 17 „...- L-, al_ POSTHOLE DIGGER, MECHANICAL 533-42 IT 5D 81_ POWER PLANT 538_42 17 SD M. PUMPS, WATER 538.42 17 59 M. 011AD -9, 9-10, AND HD -41 341.59 17 SD 8L REMOTE DONTROL, CPERATCR. ON RUBBER TARED -EARTH MOVING 541.59 1T .53 81. mu1p RIGGER AND BELLMAN 338,42 IT SO 81. RCLLAGON 341.59 17 ED 61. nuezt, OTHER THAN PLANT ROAD MIX 538-42 17 50 81. ROLLERS, P_ANTIVILX OR MJLTIUFT MATERIALS 540.71 IT SD 3L ROTO -MILL, ROM -GRINDER $41_12 IT 50 81. SAWS, CONCRETE 541171 17 SD 8L SCRAPERS - SEL? PROPELLED, HARD TAL amour...in. ARTICULATING 54112 17 SD aL OFF-ROAD EDUIPMEW ( UNDER 45 YD) Page 3 178 YAKIMA COUNTY Effective 08-31-05 ************1 -******R****** AA#B ir***:*****A******************* ******* i******************11*****11nt******* ****** PREVA3LING Cfassifiion WAGE (See Benefit Code Key) Oyer TIME IiNICay Ntte 6e Buie CFAe SCRAPERS - SELF PROPELLED, HARD TAP- em DUMP, ARTICULATING $41.59 11- OFF-RCAD EQUIPMENT (45 YD AND OVER) SQ.9APERS.:^OIsKRETE AND CARRY ALL 54011 1T Sa4.17F MAN $41.12 1T SHOTCRETE GUNITE 338.42 11- SL1PFQRM PAVERS $41_,59 IT SPREADJER, TOPSIDE OPERATOR - BLAIN KNOX 541.12 IT SL2BGRADETRIMMER $41.12 IT TOWER BUCKET ELEVATORS $9011 IT TRACTCRS. (7S NIP & -UNDER ) 54011 IT TRACTORS, (OVER[ 75 HP} 541.12 IT TRANSFER !MATERIAL SERVICE MACHINE 341.12 1T TRANSPCORTERS, ALL TRACK OR TRUCK TYPE 34159 IT TRENCHING MACHINES 34011 1T TRUCK CRANE (LEEtDaarER ( UNDER 1D0 TON) $4011 1T TRUCK CRANE OILERVRI ER (1OEI TON & OVER) 341.12 1T MUM£ MOUNT PORTABLE CONVEYER 541.12 1T WHEEL TRACTORS, FARM LL TYPE 553$42 IT YO YO PAY DOZER 54t_12 1T POWER Lite CLEARANCE TREETRMMERS JOURNEY LEVEL IN CHARGE -SPRAY PERSON TREE EC=ARENT OPERATOR TREE TRIIILUlEi TREE TRIMMER GROLNDFERSON FMFRIGERATION &AIR CO C@TIONING MECHANICS MECHANIC ROOFERS JOURNEY LEVEL USING IRRITABLE 51 UI OUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL IjiELD OR SHOP} SOFT FLOOR LAYERS ,JOURNEY LEVEL 52232 IN SA SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL 57.35 SPRINKLER rt 1 1 t. -1.S (FIRE PP.GTE'C11M) JOURNEY LEVEL 538.05 IR SURVEYORS CHAIN PERSON 3$25 1 ANSTRUMENT PERSON 512.05 1 PARTY CHIS 515.05 1 TELECOMMUNICATION TECHNICIANS TELECOMM1 NPCATICN TECHNICIANS JOURNEY LEVEL 324.40 1 TELEPHONE LINE. CONSTRUCTION - OUTSIDE CABLE SPLICER $2.8.92 23 HOLE DIC,GERiCRCFJNDPERSON 516.22" 25 INSTALLERiREPAIRER) 327.74 2H JOURNEY LEVEL TELEPHONE UNEDERSON $26.90 23 SPECIAL APPARATUS INSTALLER I 528.£4 25 SPECIAL APPARATUS INSTALLER 11 $.4 2B TE1.EPH0 E EGIfFoM1=NTOPERATOR (11EAVY) 528.92 25 TE.EP NDI€ EQUIPMENT OPERATOR (UG tI) 5215.90 25 TEiEVISION-GROUND PERSON 31529 25 TELEVISION LJNEDER3Ck ANSTALLER 320.45 23 TELEVISION SYSTEMTECHNBCIAN 324.3 23 1ELEVISIONTECHNICIAN 521.888 23 TREE TRIMMER 525.90 25 TERRAZZO WORKERS & 71LE SE i CERS 50 8L JOU96'608EI@Gt9gisalq00 533.28 4A 5A 532.15 4A 5A 532.59 dA 5A 330-31 dA 5A 5227$ 4A SA 549.18 10 EA 52&25 2P a 53115 '+3 51 338.64 15 5A Page 4 179 8L 81. 8L BL 8L BL 81. 81. 8L BL 8L 8L 8L 81. 8L 81. 8L YAKIMA COUNTY Elective Cla-3t-a5 Crassification (See BenelltCode Key; ever PREVAIING 7irre Holiday MIZE, WAGE Cv.tle Code Cade LEVE_ $20_51 2let 5A TILE. MARBLE &TERRAZZO FINISHERS FINISHER $2211 2M SA TAMC CONTRCL STFIIPERS ,IOURNEY LEVEL 33140 SA TRUCK L1RIVERS ASPHALT MIX WAD 1 nuFiti3TRucK S30.18 3 SUMP TRIC( & TRAILER 330.7B 3 OTHER TRUCKS 330.713 3 TRANSIT MIXER S3C_M 3 81 WELL DRILLERS & IFLRIGATION PUMP INSTALLERS liFtIGAMCN PUMP INSTALLER 31115 1 03LER 3.9.20 1 ELL DRILLER $1723-8 Page 5 180 BENEFIT CODE KEY-EFkhCTIVE 08-31-05 •Y*****i*****.F+4+ .«.**.s.jai**r.ir4***.low+4.44.i*fb*i►+fisy4.0i**trs.0**4444�+M*+r14.44.**•4•4F.01.** *$+* 4$***+ *$*n4• OVERTIME CODES OM= CALCULATIONS ARE BASED aN THE HOURLY RATE ACTUALLY PAID TO THE WOOER_ ON PUBLIC WORKS PROJECTS THE HOURLY RATE MUST BE NOTLFSS THAN THE PREVATLLNGRATE OF WAGE MEWS THE HOURLYR.E OFTHE COST OF FXLAGI: BENEFITS ACTUALLY PROVIDED FOR THE WORKER 1. ALL HOURS =R&M IIT ACCESS OF EIGHT (8) HOURS PER DAY OR FCS s (3) HOURS Yt7CtWEEK SHALL BE PAID AT ONE AND CRE. -HALF TEVIE,S ME HOURLY RATE OF WAGE A. ALL HOURS ORKOD ON SATURDAY'S, SUOM'S AND HOLIDAYS SHALL ALSO BE PAD AT ONE AND ONE-HALF =as TIEHOUE LYRATE OF WAGE. B. ALL HOURS WCO.KED ON SATURDAYS SHALL 3E PAID AT .ONE ANTI CNE -HLF TIMES TEE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLII:AYS SHALL BE PAID AT DOUBLE TEE HOURLY RATE OF WAGE. THE FAST TWO (2) HOURS AFTER ES -IT (5) REGULAR HOURS MONDAY THROUGH FRIDAY ND BE F]RST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT OM AND UNE -HALF TIMES THE HOURLY .RATE OF WAGE. ALL OTS OVEIUBIE ROOMS WORKED SELALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE D. '1 FLRST T010 2) HOURS EMIR'S OR AFTER A FIVE - EIC+ -H' (8) HOUR WORKWEEK DAY ORA FOUR - TEN (10) E OLIIt WORKIth.P.A. D Y AND THE MST EIGHT (3) HOURS WORTED THE NEU DAY AFIER 3TEEER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIKES ME HOURLY RATE OF WAGE ALL ADDIIIC1V lLHOURS WORKED AND ..ALL WORKED ON SUNDAYS AND HOLIDAYS SHALLBE PAIIDAT DOUBLE TIE HOURLY RATE OF WAGE E THE FIRST TWO HOURS .4=. EIGHT (8) RECAILAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST E SIT (3) HOURS ON SATURDAY MALL BE PAID AT ONE AND CM -HALF TINS TEE HOURLY RATE OF WAGE ALL COMER HOURS WORKED MQNDAY ' HRDU[H SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALLBE PAI D.ATDOUBr E THE HOURLY RATE OF WAGE F. THE REM" TWO (2) HOURS AFTER EIGHT (S) REGULAR. HOURS MCE DAY =MEI FRIDAY AND THE FIRST i (10) HOURS ON'SATURDAY SHALL BE PAID AT am AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTS OVERTIME HOURS WORMED EX. ,...aft LABOR DAY, SHALL BE PAI AT DOUELE THE HOURLY RATS OF WAGE. ALL HOURS V.'ORKED4`.3LABORDA.YFALL BE ?AID ATTERM MI ES THE HOURLY RATE OFWAGE. THE HRST TEN (10) HOU 'S WORKED ON SATURDAYS AND THE MST TEN (10) EIDURS WORKED CF.0 A FIFIS CALENDAR WEEKDAY EN A FOUR - I:.N HOUR. SEM, SHALL 3E PAID AT ONE AND ONE-HALF MIES HOURLY RAM CLF WAGE. ALL HC ,t IS WORKED IN MIMS OF TEN (10) HOURS PER DAY M( AY MECUM SATURDAY AND ..ALL HOURS WORKED ON SID DAYS AND HoL1rLAYS --MALL BE PAID AT DOUBLE THE HOMY RATE OF WAGE, AIT. HOURS Z4ORKED ON SATURDAYS �+'c'IEPT MAIM? DAYS IF WORK IS LOST DUE TO Riga.aaNT WEATHER ti £.Dr1IONS OR NUM= i= BRE4KDOWN) SHALLBE PAID AT ONE AND CH E-HaIF TIMES ME HOMY RATE OF WAGE. ALL HOURS WORKED MCZMAY THROUGH SATURDAY OVER TWELVE (1 2) HOURS AND ALL HOURS W4ORKIDO ONSIdivitATS AND HOLIDAYS SEALL BE PAID AT DOME THE DOURLY RATE OF WAGE, J. FIRST TWO () HOURS AFTER EIGHT (1) REGULAR HMIS _MG DAY THROL'CHf FRIDAY AND ALL HOURS ON SATURDAY SHALL BE PAID AT ONE AND 0,1E -HALF 'SS THE HOURLY RATE OF R:ACB. ALL OTHER OVERTIME HOURS OVER TEN (10) ROTES ON TM masr Two (4 HOURS AFTER E1 REGULAR HOURS MONDAY THROUGH FRIDAY AND TETT FIRST TEST (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE ILALF MES THE HOURLY RAM OP NAGE. ALL OTHER OVERTLME HOURS 1170t1 SHALL 3E PAID AT DOna3 DIE HOMY EtMTH OF WAGE MONDAY -THROUGH FRIDAY, SUNDAYS AND HOLIDAYS SHALL BB ?AID AT DOUBLE '133 HOURLY RATE OFWAGE' AQE K. ALL HOURS WORKED ON SATLIFDAYS AND SU:MAYS SHALL BE RAIDAT OM AND Chi -HALF 1LMES II HOURLY RATE OF WAGE. ALL HO RS WORD ON HOLIDAYS SHr1LLBE?ALD AT DOUBLE TEE HOURLY?ATE OF WAGE L ALL HOURS WORKED LIT E X EESS OF TEN (10) HOURS PER DAY MCNNIDAY THROUGH SAIMDAY AND ALL FOURS WORKED ON SUNDAYS AND HOLIDAYS SHALT. BE PAID AT DOUBLE TEE HOMY RATE OF WAGE. M ALL HOURS WO= ON SATURDAYS (EXCEPT 4AHEU? DAIS IF WORK IS LOST DUE TO LNC STT WEATHER C ITIONS) SHALL BE PAID AT ME AND CM -HALF MISS THE HOURLY RATE OF WAGE ALL HOURS WORM ON SUNDAYS AND HOLIDAYS SHALL 13E PAID AT DOUBLE TE3HOUIIRLY RAS OF WA% N. ALL IRMRS WORJ+= ON SATURDAYS (EX= MA= CLAYS) SHALL BE PAID AT OE ANT) ONE-HALF MIES THE HOURLY RAM OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL EH PAH) AT DOUBLE THE HOURLYRATEi OF WAGE O. ALL EOLLRS WORKED ON SUNTh%YS. HOLIDAYS AND AMR TWELVE (12) HOURS, MONDAY THROUGH ER AY. AND AFIERTEN (1 j HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THEHOURLYRAM OF WAGE. P. ALL HO4IRS V. EED ON SATs. DAYS (EXCEPT MAKEUP DAYS) ANT? SUMAYS SHALL BE PAI) AT ONE AND ONE- HALF TLMES TREE HOLRLYRATE OF WACir ALL HOURS WCRK3D ON HOLIDAYS .SKALL BE PAID AT DOUBLE TELT SOURLY RATHOF WALE 181 1. BENEFIT CODE I :Y -F}k EMIT 0S -H-05 -2- TIE FIRST TWO (2) HOURS %'P' ER MGM' (S) REGIZAR HOMS MONDAY T U OL'GH _RIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SILALL BE P STD ATONE AND OlNE-ESL: IDES THE HOURLY RATE OF WAGE. AL HOURS, WORIM EXCESS OF TEN (10) HOURS?FE. DAY MONDAY THROUGH S.AMRDAY AND ALL HORS WURXED ON SUINDAiS AND HCILIDASS (EXCEPT CI-L7IST L4S DAY" SI -ALL BE PAM AT DOUBLE THE HOMY RATE OF l7 AG:. ALL FOURS WORD ON CHRIST1i4S DAY MALL BE PAID AT TWO AND Ci, E -H AI.F IMESH - HOURLY RATH Or' WAGE. R_ AL HOURS WORKED ONSUMA.YS.ANID HCEJDAYS SHALLBEPAM ATTWO MIESTHE HOURLY RATE OFWAGE. S. TIE FIRST TWO .125 HOURS Ate..$ EIC EIT (E REGULAR HOURS YON€}AY i.-iROUGH FRIDAY AND DE FIRST EIGHT (3) HOURS ON SATURDAY SE4LL BE PAM AT ONE AND CNE-3AI2 ILNES TBE HOOL' LY RATE OF WAGE' . ALL O . ER O4'EizRIIME HOURSs'LVR: , EXCEPT LABOR DAY, SHALL BE :AZ AT DOUBLE THE HOURLY RATE OF WAGE. ALL HO HOURS WORKED C L3QRDAY SHALL BE ?A DAT TEEE']ThESTHE HOURLY R4=aOFWA ALI HOURS WORM) ON S.4.s'Li A . EX' PT MAI:—U? DAYS. SHALL BE PAID AT ONE AND C E— 4LF 'Z+EES TIE HOURLY RATE OF WAGE. ALL HOURS WOMM AFTER ©! SATURDAY TO 5:004M MONDAY AND CN EOLT1 4Y'S MALL BE PAID _AT DOME THE E MMYRATE OF WAGE. U. ALL HOURS WCRKED ON SATURDAYS MALL BE PAID AT ONE AND ONE-HALF TINES THE HOURLY RATE OF WAGE AL. HO[.LRS =TED ON SUNDAY'S AND IRDLMAYSAEX=L1BORDAY.) MALL BE PAID A_ TWO DYES TIE HOURLY RATE OF WAGE 3l HOURS WORXED ON LABOR DAY SHALL BE PAD) AT TEBEE DMES TM HOURLY F_4TE OF WAGE. ALL HOLES WORKTD IN EIEC ".SS OF EIGHT (5) HOURS PER DAY OR : G (4 HOURS PER WEEK SHALLBE PAID AT ONE AND 0. E -H .FTIVMS T E 7RLY RATE OF W;GE. A. THE FEIST SDI () HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HAL MES TEL,' HOURLY HAT` OF WAGE Ate. HODS WORKEDLN EXCESS OFSDI (5) HOURS ONSATURDAY AND ALLHOURSWORM ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWOTIMES .FII HOURLY RATE OF WAS a ALI- HOURS WORKED ONH0LDAYSSMALL 3EPAD .AT ONE AND ONE-EALFTMESH HOURLY FATE CPiA B. ALL HOURS WOE -KED ON SUNDAYS ST .AIL. BE RAM AT ONE AND 02E -FAL: 'M"'''S THE HOURLY KATE OF WAGE A.LJT HOURS MIMED L 3 HOLIDAYS SHALL BEE. P+1'�".. =NO TL'RII.;1`Y.r. HOURLY RAE OF WAGS D. AL MORS WORKED ON SA.TCRDAY'S AND SL DAYS SHALL BE PAID AT ONE AND -FAT TIMES TEE HOURLY RATE OF WAGE. TIE MST EIC -HT (S) HOURS WORIED ON HOLIDAYS SHALL BE PAID AT STRAIGHT Tins DI ADDITO THE HOLIDAY PAY. ALL HOURS .TREED DT EX.SS OP EGIIT (S") HOURS ON HOLIDAYS SHALL BE PAID AT WE AND ONE-HALF TINES TIE HOLRL'x RATS OF WAGE ALL HOURS WOMMD ON =MAYS OF WIT m4YS ('RICEPT LABOR DAY) SHALL BE RAM AT ONE AND ONE - H412 MES TFIE HOURLY RATE OF WAGE AL HCURS WQREHD ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO MfESTHE HOURLYRATE OF WAGE' R. TIE MIST EGET (5) HOURS %DRIED ON HOLIDAYS SHALL BE PAID AT TM STRAIGHT HOURLYRATE OF WAGE IN ADDTIION TO HOLIDAY PAY. ALL BOUM WORKED LIT E<10ESS OF EIIGIE (€) HiD[,ES ON H03..DAYS WAIL BE PAID AT DOUBLE TEE HOURLY RATE OF WAGES ALL HOURS iLORXED ON SUNDAY SHALL BE PAID AT TWO TUNES THE HOURLY RATE OF WAGE. AIL HOURS WORKED ON PAID HOL1D..kx5 MALL BE PAID AT TWO AND ONE-HALF TES THE SOURLY RATE OF WAGE DiN.7-TMDIGHOLDAYP4Y H. ALL HOURS WOP.G.. ) ON SUNDAY SHALL BE PAID AT TWO TEKFS -UM HOURLY FATE OF WAGE. ALL HOURS =REED ON HOLIDAYS SHALL.3E PAID AT ONE AND ONE-HALF TIMES THE HOMY RATE OF WAGE. L AL HOURS WOKNZD ON SAIL'IDAIS AND HOLIDAYS " CEPT LABOR DAY) SHALL 3E PAID AT ONB AND ONE - HAL TIMES TIE? HOURLY RATE OF WAGE. All IMURS WORKED CN SUNDAYS AND ON LABOR DAY SHALL BE PAM AT TWO TIMES THE HOURLYRA`IE OF WAGE. I. ALL HOURS C'OR'KED ON SUNDAYS SHALL BE PAID AT TWO IDES TIE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOEEAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. LtiCLUDLNG TIE HO1 iDAY RAY_ -AIL HOURS WO= ON UN -PAM HHOLI DAYS SH .L 3E PAID AT TWO MES F_OT-E .YRATH OF WAGE 11. AL HOURS WORSE" ON HOLIDAYS `aTiALL BE -PAD AT' TWO TINES TIE E MY RATE CFW CE DTADDITION:TO THS HOLIDAY PAY_ tf JTi 1..Tra wrmiw".W C1"i77543Y.S Cf1197T.1VC SA71 :7i 1T Ti'7i' CT-T.I7 T 7-7.D31T AT 111M7 7-47 TIM. �f51 i?T v73T OF WAGE G. AL HOURS WORKED ON SUNDAYS AND HOLIDAYS SEALL 3E PAID AT ONE AND ONE-IL4LF TIMES THE HOURLY FATE OF WALE. 182 BENEFIT CODE I."EY-.Errr.CTIYE 08-3I-06 -3- P TFi; FIRST Evan (S) HOLM ON SATURDAY FLAIL BE PAID AT CREAM QM-H.ALF Tr,Es THE HOURLY RATE OF WAGE ALL HDQRS WORKED LN EXCESS OF I 'CRrr' :3) HOURS ON SATURDAY AND ALL FFOUR WORKED O' SUNDAYS A:'1ID IIDL1DAYS MAIL BE PAID AT TWO TES TIM HOURLY RAZE OF WAGE ALL HOURS WORKED Si EXCESS OF EGET (S) HOURS PER DAY OR EC I i (444 HOLM PER. Wr�E K SMALL BE. PA333 AT DOUBLE THE HOMY RATS OF 'WAGE ALL HOURS WORKED ON SATLI AYE.,, SUNDAYS AND HOLIDAYS SHALL BE RAID ATDOi,'BLE'? EOURLY RATE OF WAGE. $17 MAY CME% 5. A. HOEDAYS: NEW YEARS DAY, NEEM LLL DAY, DIDMNDENCEDAY, LABOR DAY, 1114NEGOVING DAY, FRAY AFTFR' AMSOIVING DA:; AND CHRISTMAS S DAY 0). B_ F 3i US: NEW YEARS DAY, ISCEMO ?sa_ DAY, DID- I)ETCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTEtt' L XI S VINGDAY, THE DAYBE(BH CI iSTLAS, AND CHRISTMAS DAY (11). ti HOLIDAYS: NEW YEARS DAY, PRES=TE DAY, 1OVICRL4L DAY, INDEIMIDECa DAF LABOR DAT, THANT.SGMUDAY. THE FRIDAY ERT -AFTER THAINTSGTMGDAy, ANC CHRISTMAS DAY ($). D. F AYM NEW YEAR'S DAY, NOVTORIAL DAY, DOV NDENCE DAY, LABOR DAY. TF ANKS(EVDAG DAY, TM FRIDAY AND SATZaRDAYAB= THANRSGt tGDAY. ANTI CMS -WS DAY (S). E. HOLIDAYS: NEW YEAR'S DAY, PRFSMENIS' DAY, MEMORIAL DAY, LIDEPEIDEiCE. DAY PRESIDENTIAL =Las: DAY. THANSSGIVINGDAY,TEE FRIDAY AFls1[THANKS OWING DAY, AND CHRISTMAS DAY IA. F. F= A:R NEW YEARS DAT MART N LUTA FDNG IR DAT, PS ETS' DAY, MEMORLAL DAY, DOEFENDIDRE DAT. LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, TFC FRIDAY Aria. THS NES a 7NG DAY,AN'D CHRISTI+LASDAY (71). F+i +fl4YS: NEW YEAR'S DAY, MEMORIAL DAF D D DFNCE DAF LABOR DAY, TFLANIF..SQVD' G DAY, I -AST WORK DAY BEFORE CF.RISTMAS DAY, AND C"rII ISTMAS DAY (7). FL HOLDAYS: NEW YEAR'S DAY, MEMQRTAL DAY, R DEP DE CE DAY, TH N IV]NG DAY. TIE DAT AFTER IFLANK.SC 11iNGDAY, AND C:rIRLSIMAS. (6)_ L HOLIDAYS.: NEW YEARS DAY, MEMORIAL DAT DE=DENCE DAY. LABOR DAY, TFT.i1NL"SGIVING DAY, ANTI CHRISMAS DAY (6). J. FECLID.ii'S: NEW YEAR'S DAY, YEMORL"L DAY. rcrEFENDLNCE DAY, THAI KSCBV= DAY, FRIDAY AFTER TETHANESOVINGDAT, ano-nsh A.s nil DAY, _AM ClEtI MAS DAY(7). HOL DAYS: NEW -YEARS DAY, =MITT .1 TT DAY. NOrIORTALDAY, INDUENIDENU DAY, LABOR DAY, VE' ANS' DAY. THANKSGIVING DAY, TFC FRIDAY AFT ..THANK GIVING DAY, AND CHRISTMAS MTV). R HOLIDAYS: NEW, YEARS DAY, IME31OR L, DAY, TNDi DENCE DAY, LABOR DAY. TF ANKSSCELING DAY. FRITtAY AND SATURDAY AMR NN C .NTNGDAY, THE DAY BEFORE f RIS'INAS, AND SFAS DAY (9). PAID HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, T DEPENDE I E DAT. LABOR DAY, THANKSGIVING DAY. AND CHRISTMAS DAY (6). Q. L PAID HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY. 'IMPEND -EWE DAT, LABOR DAY, THANKSGIVING DAY, DAY AFrERTHAIv'KSGIVI GDAY.ONE-HALT.DAYBEFOREC RTS.i3SDAY,ANLoC-H3'GSIELA.SDIY.(7L2 S P -JD FP' MAYS: NEW YEARS DAY, PEST' DAY. MEMORIAL DAY. AMEPEND R .. DAT. LABOR DAT. TFLNSCtiGDAY, AND CHRISTMAS DAT (7). T. PAID HOLIDAYS: NEW YEARS DAY. WASFiiD GrrON'S BIRTHDAY, IMICRIAL DAY. MOUES= DAY. LAMA DAY, TH. [ sDAY, TEE FRIDAY AFT..R THANKSGIVING D Y CERISMIAS DAY, AND UM DAY BFB OR AFTERCERLSIMAS (14). V. PAID FOLIDAYS. SDC (6) PAI DHOL]DAYS. W. PAID HOLIDAYS: NENH (9) PAID HD DAYS X HCMAYS: AFTER VA HOURS - NEW YE.AF.1S DAY. THANKSGIVING DAY AND CHRISMIAS DAY. AFTER 3f}S0 HOURS - NEW YEAR'S DAY, WASFINGIONS 3IRTEDAY. MEr1C UAL DAY. ThDE.aEN"DENiE DAY, LABOR DAY. THAM "GV=DAY, ZZK9SIM_AS DAY ADA FLOATING HOLIDAY (S). 183 BENEFIT CODE 1kY - EFFECTIVE 0841-45 -4- 5. Y. E QLIDA' S: VERYLWR'S DAY, MEZ ORL4L DAY, MEPENDENCE DAY. TABOR DAY PLL E CTtON DAY, TYAN7S&1'. GDAY.TIFF?.IDAY.:OEZc7WDiiiTHAI5{5 rf�V iGDAY,AND aatISTMASDAY (8). HOLIDAYS: NEW YEARS DAY. IMMORTAL DAY, D./MENDENU DAY, LABOR DAY, V LANS DAY M Alti'ESONI:NG DAY, THEi FRIDAY AFITR.M3N'iLSOITMODAY, AND =SINUS D31 (S). PAID HOLIDAYS: NEW YEARS DAY, PRESIDENTS' DAYY, 1 10RLAL DAY. L E_�E DENCF DAY. LABOR DAY. TELVS:fSOIVDT DAY.17E FRIDAY AFTER TEANESGIVD,T�DAY. AND C - ThL S DAY (S). PAM HM—MASS: NEW MART EVE DAY, NEW YEAR'S DAY, 'MEMO L LDA ivuc E T:E:- aDAY. LABOR Dein, THAN CEMTODAY. TET; FRIDAY AFTER. THANTESGIVD. DAY, S` 5TNAAS EVES DAY, AND Cr-? €AD.4Y t6;. HOLIDAYS: NEW YEARS DAY, PP '.'"NTT DAY, ME VICRTAT DAY, 20EPEORNCE DAY, LABOR DAY, THANESOIVL%DAY. THE DAY AFIFRTHANESGTVINGDAY. `DE LAST WORK DAY BEFORE Chi TMI S DAY. AND C t35'TMAS DAY (). D. PAID MEAN'S: EW YEAR'S DAY, PR E'TC.S' DAY, MEMO:CAL DAY. DIDEPE ENCE DAY, LABOR DAY. THANESOIVMG DAY. THE FRIDAY A= D-LLNICSOIVLVG DAY, CI-- USTMAS DAY. TIE DAY BEFORE OR 135 ray AFTERCI.1t1.siNAs DAY 1 L PAID HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, LNDEDPENDENC'E DAY.LABOR DAY, THAN-MOVE,* DAY, FRI DAY AFfERTHANKSCI LNGDAY, AND G":LR15T1€AS DAY co. L FnT?T"Ay'S `Y 'YEARS raNEMC%1,LALDAY, Mt70A.DE MDAY. TABORDAY. MANES GIVING DAY. THD =AY AFTER THANT:LS INO DAY T LAST WORKING D Y BORE.TSI S4S DAY AND =SWAB Q. PAID HOLIDAYS: 'N WYEARS DAY, 4 Y1ORIALD.AY,?T'=.NTDEiiCEDAY.LaBORDAY.EnfER.ANSDAY IH ANKSGIVM D.AY, MEL DAY AFTER:M C 1GD.A:'AND C ia€ -3 DAY (3). UNPA1D HOLIDAY; P ENLS' DAT T. PAID HOLIDAYS: NEW YEARS DAY, PRESIDENTS' DAY. MEW, DAY, DMISSTDENCE DAY, LABOR DAY, I? LANKSQVDNG DhAYY, TIM FRIDAY AFTER TH:ANKSG1V NG DAY, LASTt'U'QREDCG DAY BEFORE cuLTSMI `+.S DAY. A20 C EiLK T ASakYj j. LT. HOLMAYI NEW YEARS DAY. DAY BEFORE NEW 'YEARS Y MEADI A DAY, D;D IDEN DAY, LABOR DAY, mA-L:Y.SGIT� cif" DAY, THE FRIDAY AFTDI TFC' RSON-WO- DAY, TEE DAT SEFOR. OE IS'MA,j DAY, SMICSMIASDAY (9). 4. RAID HOLEAYS4 NEW YEARS DAY, MEMOKAL DAY, Th DEPS CENCEEDAY,LABORDAY.MAIM GIVING DAY. DAY AFTER THAWSa-Ws.* DAY C 1S:M.A5 'E DAY. C'HRI5ThL%S DAY. AND ONE DAY OF EDo..OYEB".S OEOIO . W. PAID HOLIDAYS: NTW YEARS DAY, DAY 3ErORE NTW YEAR'S DAT, ?RESIDE 'S DAY, MEMORIAL DAY. INIDDSEN CE DAY. LABOR DAY. ?F_4.Ni OU GDAY,DAY'AFTFR 77..ANKEOVENGD'4t, CPERMMAS DAY, DAY SEFORE AT= C" .,IS'P.rL S DAY (1C). Y. PAID HOLIDAYS: NEW YEARS DAT, DAY BEFORE OR ATTER NEW YEARS DAY. 4Y. ?RESIDENTS DAY, MEMORIALDAY, MEPEN"c.E Za D.A.Y. LABOR DAY, THANItiSONDIG DAY. DAY AFTER THANTSGIVIMC DAY, Q EMU DAY, DAY BEFORE ORA: amt CHRISTMAS DAY, INPLO1 =DAY (11). NOTE CODES 3. A. THE STANDBYRATE OF PAY FOR D14'ERSWALL BE ONE -HALT -IBES 7tE DI S? TE OF PAY. D -ADDITION. 7D THE HOURLY WAGEAND =GE BEN tki. S, THE FOLLOWLNG DE0 HPRr"S. IIiMIS APPLY TO D=. S. OF LETT FITT JR:uva, . OVER 5Q TO- 1QJ`-31.COPERFOO1'ED-REACH FOOT OVet. 50 FEET OVER 1000' TO 175' - 32,25 PER FOOT FOR FLACti FCOTOVER AD EMT OSIER 175' TO 1r.` I' --35.51 PERFOC7TFM EACH FOOT OVER 175 �� TT OVER 250' - DIVERS M MAY VA14C' MEM OWN PRICE, PR.f7VIDED ATL NO LESS.. L4NTBE SCALE ED FOR M P rtsl THE STANDBY RATE OF?AY FOR DILA .SHALT. BE ONE -.ALF TI IS 73E D'IV S LRAM OF PAY. IN ADDMONTO TIE HOURLY WAGE _RENGEB N r_IS, THE FOLLOWING Di'iRE 1L'ME APPLY TO DEPD1S OF fa- I ORMORE OVER ]'l TO 102 -31.80 Y .FOO FOR EACH ITOT 'OVER 59 MT. OVER MT TO 150' - 31.53 PER FOOT FOR EACH FOOT CIIM. 149 F 'T OVER LTC TO'O?-3?t1OEPER. FOOT MR. EACH FOOT Ot FEET OVER 202' - DIVERS MAY NANE TritittO PRICE 184 BENEFIT CODE KEY - EFFECTIVE 08-31-05 -5- D. WORKERS WORM:OW:7A =MD _AIR ME E -AM T PROJECTS:tEC2LI' AN ADDITIONAL S1.CO PER HOUR L. WORMS ON u kT J RUECTS R CMIE ADL IT1[?` AL HOURLY "MENEM AS FOLLOWS - LEVEL k 9175, LEVELB: ANDLEVEL :10.25. M. WORKERS ON Ei,4:."VAT PROJECTS =EVE E ADDITIONAL HOURLY PM EUUS AS FOLLOWS: LEVELS A & $1.110,. LEMS C3sD $055. WORMS ON H tZMAT MOJEECTS RECEIVE ADCI IONN.%L, HOURLY PREMED'S ASFOLLOWS - LEVEL LEVEL & K75. LEVE.. C:11.01).:IND LEVEL D: Sf2.23. 185 PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non -Collusion Declaration Non -Discrimination Provision Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE City Project No. 2126 FA. NO. STPH-0005(173) and that the Plans, Specifications, and Contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said Plans, Specifications, and Contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown and shall be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. 187 188 ITEM PROPOSAL BID SHEET SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE City Project No. 2126 FA. NO. STPH-0005(173) ITEM NO. ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 SPCC PLAN 1 LS So p o 0 5 O. (1 0 1-07.15 2 MOBILIZATION 1 LS 33S0s00. ,? 5-0, 00 1-09.7 ' 3 TRAFFIC CONTROL SUPERVISOR 240 HR 3q,, se ?), wo, 00 1-10.5 4 PROJECT TEMPORARY TRAFFIC CONTROL (MIN. $5,000.00 BID) 1 LS Sc:'00,l00 3-00 0, 00 1-10.5 5 TRAFFIC SIGNAL SYSTEM 1 LS g'/ `Bice(,) fej 4/13,,00 8-20.5 , 6 REPAIR OR REPLACEMENT 1 FA $10,000.00 $10,000.00 8-30.5 TOTAL: / CS P S aO° 189 190 BID BOND FORM Herewith find deposi .in the of� certified check, cashier's check, cash, or bid bond in the amount of $ 2G, 1 2 i7 , which amount is not less than five percent (5%) of the total bid. Sign Here KNOW ALL MEN BY THESE PRESENTS: That we KNOBEL'S ELECTRIC, INC. and BID BOND , as Principal, WESTERN SURETY COMPANY as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of 5% OF AMOUNT OF BID Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for SIGNAL FLASHERS: N. 6th ST. & E. "B" ST., N. 6th ST. & E. LINCOLN AVE., N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 8TH DAY OF NOVEMBER , 2005. PrinC al KNOBEL' S ELECTRIC, INC., CLIFFORD P. KNOBEL PRESIDENT Surety WES SURETY COMPANY , 2005 Received return of deposit in the sum of $ 191 192 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Donald W Emerick Jr, Tammy R Mc Kee, Traci L Sullivan, Shelley A Burnham, Individually of Yakima, WA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 19th day of August, 2003. State of South Dakota County of Minnehaha } ss WESTERN SURETY COMPANY Paul Bruflat, Senior Vice President On this 19th day of August, 2003, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires November 30, 2006 + 44b.vd+bh4h.e4.0,rob44bhwoo... + ✓ D. KRELL a i* NOTARY PUBLIC 3^EAL s SOUTH DAKOTA i + hhhy51yay4•4%%.2%a.,.,yw.,5•, + CERTIFICATE D. Krell, Notary Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation ted on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this -fCI— day of LsPt Form F4280-01-02 WESTERN SURETY COMPANY 6fi 2461—Irrt"../ L. Nelson, Assistant Secretary Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize The President, any Vire President, Secretary, any Assistant Secretary, nr the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, 1 am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 193 194 NONDISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 195 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE City Project No. 2126 FA. NO. STPH-0005(173) The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name NO SUBCONTRACTORS Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: ( KNOBEL'S ELECTRIC, INC. ) Prime Contractor Name Item Numbers 1 THROUGH 6 197 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms and invitations to bid are as widely distributed as possible. 199 COUNCIL RESOLUTION RESOLUTION NO, D " 48 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this. day of 1983. ATTEST: 34- jeir-eLe City Clerk 201 "vv. . Oro AAAA., Mayor CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. 203 The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after-school, summer and vacation employment to minority youth. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non -segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontrac- tors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non-cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 204 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: KNOBEL'S ELECTRIC, INC. certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract ELECTRICIANS, POWER EQUIPMENT OPERATORS, FLAGGERS, GENERAL LABORERS and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: ELECTRICIANS, POWER EQUIPMENT OPERATORS, FLAGGERS, GENERAL LABORERS and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) CLIFFORD P. KNOBEL, PRESIDENT 205 206 SUBCONTRACTORS CERTIFICATION Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 207 208 PROPOSAL SIGNATURE SHEET SIGNAL FLASHERS N. 6th ST. & E. "B" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE City Project No. 2126 FA. NO. STPH-0005(173 The bidder is hereby advised that by signature of this proposal, he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH CASHIER'S CHECK CERTIFIED CHECK PROPOSAL BOND IN THE AMOUNT OF ($ ) PAYABLE TO THE STATE TREASURER IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) (509) 452-9157 PHONE NUMBER , and SIGNATUREQF.AUTHORIZED OFFICIALS A CLIFFORD P. KNOBEL, PRESIDENT KNOBEL'S ELECTRIC, INC. FIRM NAME (ADDRESS) 801 TENNANT LANE YAKIMA, WA 98901 STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER KNOBEEI445RU FEDERAL ID NO. 91-0787761 Note: (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1-02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 209 DOLLARS 210 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is accompanied by a certified check. 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. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non-responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. 211 PLANS A DETAILS Project Details Traffic Control Plan (Informational Copy) City Standard Plans 16" or 18" x 48" back-to-back "ONE WAY" sig �L—.9 -er CD Curb V Face 2L4n. 4" O.D. Type FB steel pole 48 inch STOP sign with back-to-back One Way's & a single 12" Red LED flashing beacon Detail New Warning sign wl Yellow Flashing Beacons (To be used for all four intersections) 441n CL -to -CL 4" O.D. Type FB steel pole Curb Z Face 48 inch special Waming sign with dual 12" Yellow LED flashing beacons Detail New Warning sign wl Yellow Flashing Beacons (To be used for all four intersections) Existing turf: (top of base to be even with existing grade for mow edge) 4 - 3/4" x 30" x 4" Anchor Bolts \ 1/2" PVC Conduit for Ground Wire/Rods to be installed Fiber Board as per the NEC. ,Expansion Joint Existing or repoured concrete sidewalk 11=11=11=11=11=11=11=11=11= ====.11111111.11= -11-11-11-11-11-11-11-11-11= I1=111111=11=11=11=1111= Horizontal Rebar Hoop co Vertical Rebar Eight #4 Total Horizontal Hoopar P i 4• _4• • P. . a;• • • 11• . • .d . I. • . •• •d • ' •4 :•4 4• 4 •• • • • 0 4 . . . a..• . •, . • •• •'V • • • • .4 .4 • • 4 • .. 4 • '11 • .. ( ; • • .. • • . • -. 4 . . • • : 4.• • 1: .. • .. .: . vim_ 4' . -A_ i. �-r r . `n• 4 24" Vertical Rebar Horizontal Rebar Hoop Three #4 Total 2" Offset (all 4 sides) Detail Concrete Foundation for Flashing Beacon Poles (To be used for all four intersections) (JANUARY 2005) Work Zone Traffic Control Guidelines BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 55 85 120 170 - - - - - - PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE STATIONARY VEHICLE TYPE (WITH TMAI LOADED WEIGHT OPERATION WITH TMA (LOS) (feet) 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LBS. 3 DEVICES MINIMUM SPACED 10' 0.C. IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET SERVICE TRUCK, (MAXIMUM WEIGHT SHALL BE 30' MIN FLAT BED, ETC. IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION) ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT • A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA 15 AVAILABLE. IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. SIGN SPACING = X (FEET) Rural Roods & 35/40 MPH Urban Arterials 350'+ - Rural Roads. Urban Streets Residential Business 25/30 MPH Districts 200'+ - Urban Streets 25 MPH or LESS 100'+ - Ail signs are 48'x48' block on orange unless otherwise designated. 20 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35/40 30 60 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH IN FEET (L) Shoulder Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 6 63 90 123 165 - - - - - - 8 84 120 162 210 - - - - - - 10 105 150 204 270 - - - - - — 3 DEVICES MINIMUM SPACED 10' 0.C. IN TAPERS FOR SHOULDER WIDTHS LESS THAN 6 FEET W20-1 W21-5 b LEGEND a) 41. N SIGN LOCATION 0 a 0 CHANNELIZING DEVICES MN PROTECTIVE VEHICLE - RECOMMENDED G20 -2A 48- x 24- B/0 or down stream taper to show end of work area GENERAL NOTES 1. PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE. SHOULDER CLOSURE - LOW SPEED TCP 5 1 10110111111 "1� i ! = ':C ,+itrarmpitsl tii# ��t; iiiurii tii' Rai' iir��� i A ii i tszi ;IN F iftl�.i`ii�ii■ 1 ' : itil i i n,t ` •fu IIF. j.' -pp�� i ij; I E `f�I�ttYE1 !It it" : `(t� tt t� L. I II1!J mi it l'h m ply ii l l ; ;`�x l �r� t �fi �irlii>iiil i liv.rt + iti i lim ft'tf �uura i ii1FtU 43 Il'i! 46 C 1If fft t wow {i is =iiiill'i i";' ilii ifitiitiN 'C i_iiuii•lrta!ili iu11 =tnalilU l 4junti i1111 U1 Lii Mi SP_ ---►.ten nr , • tt i.. I.4 itt, V, CITY OF YAKIMA, WASHINGTON, NOT TO SCALE N. 8TH ST. & N. 6TH ST. SIGNAL FLASHERS AT "B" ST. AND LINCOLN AVE. VICINITY MAP FLASHING BEACONS INSTATIATIONS N. 6th ST. & E. "8" ST. N. 6th ST. & E. LINCOLN AVE. N. 8th ST. & E. "B" ST. N. 8th ST. & E. LINCOLN AVE. City Project No. 2126 FA. NO. STP DRAWING INDEX SHEET NO. SHEET DESCRIPTION Sheet 1 Sheet 2 Sheet 3 Sheet 4 Sheet 5 -1-000S{173) Cover Sheet/Vicinity Map/Index/Notes N. 6th ST. & E. LINCOLN AVE. N. 6th ST. & E. "B" ST. N. 8th ST. (Sc E. LINCOLN AVE. N. 8th ST. & E. "13" ST. NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES AND ANY REQUIRED ELECTRICAL INSPECTIONS. 2. ALL NEW FLASHER POLE LOCATIONS TO BE MARKED AND STAKED BY CITY OF YAKIMA TRAFFIC ENGINEERING. 3. CONTRACTOR SHALL REMOVE AND TEMPORARILY RESET EXISTING STOP SIGNS WHERE NEEDED (WITHIN 5 FT. OF EXISTING LOCATION, PARALLEL TO THE CURB, BUT NO LESS THAN 4 FT. FROM THE CURB FACE.) 4. CONTRACTOR SHALL REMOVE ALL EXISTING STOP SIGN ASSEMBLIES NEAR THE NEW STOP SIGN LOCATIONS AND DELIVER ALL SIGNS AND POSTS TO THE CITY SIGN SHOP. 5. REMOVE EXISTING "WRONG WAY" SIGNS AND POST ON EAST— BOUND "B" ST., NEAR 8TH ST., AND INSTALL NEW, CITY SUPPLIED, "WRONG WAY" SIGNS ON THE BACK OF THE NEW FLASHER POSTS FACING WEST AND CENTERED ON THE NEW WARNING SIGN. PLAN DISCLAIMER UNDERGROUND FEATURES SHOWN HEREON REPRESENT BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE NUMBER LOCATOR SERVICE: 1-800-553-4344 =Pm$s 11/17/2005 FLASHING BEACONS INSTALATION co r N N U) O 0 O Z o 0 do >. Z U < l.l. 3 U W O 1 5 Location Notes I SOUTH BOUND 6TH STREET WEST SIDE STOP SIGN/RED FALSHER 4 FT. NORTH OF SIDEWALK EDGE, 4FT. WEST OF CURB FACE FACE STOP SIGN AND FLASHING RED BEACON NORTH FOUNDATION WILL BE ENTIRELY IN EARTH. II NORTH BOUND 6TH STREET EAST SIDE STOP SIGN/RED FALSHER 6 FT. SOUTH OF SIDEWALK EDGE, 3 FT. EAST OF CURB FACE FACE STOP SIGN AND FLASHING RED BEACON SOUTH FOUNDATION WILL BE ENTIRELY IN EARTH. III WEST BOUND LINCOLN AVE. NORTH SIDE WARNING SIGN/2 YELLOW FLASHERS 100 FT. EAST OF 6TH STREET, 6FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS EAST FOUNDATION WILL BE PARTLY IN EARTH AND PARTLY IN CONCRE IV WEST BOUND LINCOLN AVE. SOUTH SIDE WARNING SIGN/2 YELLOW FLASHERS 125 FT. EAST OF 6TH STREET, 4 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS EAST FOUNDATION WILL BE ENTIRELY N CONCRETE. LEGEND �WV WATER VALVE OM H SANITARY SEWER MANHOLE C.B. CATCH BASIN U EXISTING TRAFFIC SIGN SN W SD SS FIRE HYDRANT DOMESTIC WATER LINE STORMDRAIN LINE SANITARY SEWER LINE KlWV WATER VALVE NEW STOP SIGN W/RED FLASHER L] NEW WARNING SIGN W/YELLOW FLASHERS of Yakima c 0 FLASHING BEACONS INSTALATION CO N N O Z 0 • a) O U FA. NO. STPH-0005(173) Project Eng. LHJ Drawing Scales EXPIRES 11/17/2005 (n Z LINCOLN AVE. LiJ J 0 2 5 J Location Notes I SOUTH BOUND 6TH STREET WEST SIDE STOP SIGN/RED FLASHER 4 FT. NORTH OF SIDEWALK EDGE, 4.5 FT. WEST OF CURB FACE FACE STOP SIGN AND FLASHING RED BEACON NORTH FOUNDATION WILL BE ENTIRELY IN EARTH. II NORTH BOUND 6TH STREET EAST SIDE STOP SIGN/RED FLASHER 4 FT.SOUTH OF SIDEWALK EDGE, 4.5 FT. EAST OF CURB FACE FACE STOP SIGN AND FLASHING RED BEACON SOUTH FOUNDATION WILL BE ENTIRELY IN EARTH. III EAST BOUND "B" ST.. NORTH SIDE WARNING SIGN/2 YELLOW FLASHERS 100 FT. WEST OF 6TH STREET, 4FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS WEST FOUNDATION WILL BE ENTIRELY IN EARTH. IV EAST BOUND "B" ST.. SOUTH SIDE WARNING SIGN/2 YELLOW FLASHERS 100 FT. EAST OF 6TH STREET, 4 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS WEST FOUNDATION WILL BE ENTIRELY IN EARTH. LEGE\D �WV WATER VALVE CrSANITARY SEWER MANHOLE ❑C.9. CATCH BASIN U EXISTING TRAFFIC SIGN SN � FH W FIRE HYDRANT DOMESTIC WATER LINE SD STORMDRAIN LINE SS SANITARY SEWER LINE r‘AWV WATER VALVE NEW STOP SIGN W/RED FLASHER NEW WARNING SIGN W/YELLOW FLASHERS of Yakima C O u • e C Nc .L7- c W ^, m U� NN C3 >.•, • En 156 E cnY U W cs,—r FLASHING BEACONS INSTALATION City Project No. 2126 FA. NO. STPH-0005(173) x J w Drawing Scales 0 II 0 C � -.O+ 1> EXPIRES 11/17/2005 3 5 z 0 Location Notes 1 SOUTH BOUND 8TH STREET WEST SIDE STOP SIGN/RED FALSHER 4 FT. NORTH OF SIDEWALK EDGE, 4.5 FT. FROM CURB FACE FACE STOP SIGN AND FLASHING RED BEACON NORTH FOUNDATION WILL BE ENTIRELY IN EARTH. II NORTH BOUND 8TH -STREET EAST SIDE STOP SIGN/RED FALSHER 4 FT. SOUTH OF SIDEWALK EDGE, 4.5 FT. FROM CURB FACE FACE STOP SIGN AND FLASHING RED BEACON SOUTH FOUNDATION WILL BE ENTIRELY IN EARTH. III WEST BOUND LINCOLN AVE. NORTH SIDE WARNING SIGN/2 YELLOW FLASHERS 115 FT. EAST OF 8TH STREET, 4.5 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS EAST FOUNDATION WILL BE ENTIRELY IN EARTH. IV WEST BOUND LINCOLN AVE. SOUTH SIDE WARNING SIGN/2 YELLOW FLASHERS 115 FT. EAST OF 8TH STREET, 4.5 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS EAST FOUNDATION WILL BE ENTIRELY IN EARTH. LEGEND �WV WATER VALVE 0MH SANITARY SEWER MANHOLE C.B. CATCH BASIN LJ EXISTING TRAFFIC SIGN SN 1 FH W SD SS FIRE HYDRANT DOMESTIC WATER LINE STORMDRAIN LINE SANITARY SEWER LINE �WV WATER VALVE NEW STOP SIGN W/RED FLASHER NEW WARNING SIGN W/YELLOW FLASHERS of Yakima 0 .U) .5 0 FLASHING BEACONS INSTALATION City Project No. 2126 FA. NO. STPH-0005(173) Project Eng. LHJ Z 0 u ncPIRES 11/17/2005 5 Z J 0 Location Notes I SOUTH BOUND 8TH STREET WEST SIDE STOP SIGN/RED FALSHER 4 FT. NORTH OF SIDEWALK EDGE, 4.5 FT. FROM CURB FACE FACE STOP SIGN AND FLASHING RED BEACON NORTH FOUNDATION WILL BE ENTIRELY IN EARTH. II NORTH BOUND 8TH STREET EAST SIDE STOP SIGN/RED FALSHER 4 FT. SOUTH OF SIDEWALK EDGE, 4.5 FT. FROM CURB FACE FACE STOP SIGN AND FLASHING RED BEACON SOUTH FOUNDATION WILL BE ENTIRELY IN EARTH. III EAST BOUND "B" ST. NORTH SIDE WARNING SIGN/2 YELLOW FLASHERS 113 FT. WEST OF 8TH STREET, 4 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS WEST FOUNDATION WILL BE ENTIRELY IN EARTH. IV EAST BOUND "B" ST. SOUTH SIDE WARNING SIGN/2 YELLOW FLASHERS 113 FT. WEST OF 8TH STREET, 4 FT. FROM CURB FACE FACE WARNING SIGN AND FLASHING YELLOW BEACONS WEST FOUNDATION WILL BE ENTIRELY IN EARTH. LEGEND �WV WATER VALVE OMH SANITARY SEWER MANHOLE ❑c.e. CATCH BASIN U EXISTING TRAFFIC SIGN SN 1 FH W FIRE HYDRANT DOMESTIC WATER LINE —SD STORMDRAIN LINE -SS SANITARY SEWER LINE 1,AWV WATER VALVE C3 NEW STOP SIGN W/RED FLASHER NEW WARNING SIGN W/YELLOW FLASHERS EXPIRES 11/17/2005 of Yakima c 0 FLASHING BEACONS INSTALATION City Project No. 2126 FA. NO. STPH-0005(173) Project Eng. LHJ Drawing Scales 0 M i z :22 B o N O N N. 8th ST. 5 5 J