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HomeMy WebLinkAboutR-2005-054 School Related Sidewalk Project; Huibregtse Louman Associates, Inc. Agreement AddendumRESOLUTION NO. R 2005 - 54 A RESOLUTION ' authorizing and directing the City Manager to execute an addendum to a professional services agreement between the City of Yakima and Huibregtse, Louman Associates Inc. to add engineering services during construction of a school -related sidewalk project. WHEREAS, on August 24, 2004, the City of Yakima (City) engaged Huibregtse, Louman Associates Inc. (HLA) on a professional services contract basis for engineering services related to the design and project management of a school -related sidewalk project on Chestnut Avenue and N. 65th Avenue in the City of Yakima; and WHEREAS, the City desires to engage HLA to perform additional services in connection with the same project, namely services during construction including surveying work; and WHEREAS, HLA has the experience and expertise necessary to provide said services during construction and is willing to do so in accordance with the terms and conditions of the attached addendum; and WHEREAS, the City Council deems it to be in the best interest of the City of Yakima to enter into the attached addendum to the agreement with HLA for professional engineering services during construction of the sidewalk project referenced above, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute the attached and incorporated "Agreement for Professional Services Addendum No. 1" with Huibregtse, Louman Associates Inc. for professional engineering services during construction of a school -related sidewalk project. ADOPTED BY THE CITY COUNCIL this 5th day of April, 2005. ATTEST: Paul P. George, Mayor City Clerk AGREEMENT FOR PROFESSIONAL SERVICES ADDENDUM NO. 1 This Addendum, hereinafter identified as Addendum No. 1, is hereby entered into and made a part of the Agreement between City of Yakima, Washington, and Huibregtse, Louman Associates, Inc., for Professional Services first entered into on the 24th day of August 2004, by the CITY OF YAKIMA, hereinafter called the "CITY," and HUIBREGTSE, LOUMAN ASSOCIATES, INC., hereinafter called the "ENGINEER." WITNESSETH: That in consideration of the mutual covenants and agreements herein contained, the parties hereto do mutually agree to amend, revise, and/or add the following to the referenced Agreement: SECTION 2 SCOPE OF SERVICES 2.1 Basic Services: ENGINEER agrees to perform additional work tasks described in the attached Addendum No. 1 Exhibit A: 2004 - 2005 Sidewalk Improvements - Engineering and Surveying Services During Construction. SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS: For the services described in the attached Addendum No. 1 Exhibit A, compensation shall be on a time spent plus expenses basis at the ENGINEER'S normal hourly billing rates shown on Exhibit D, not to exceed $12,140.00, as shown in Exhibit B, unless otherwise mutually agreed upon by the CITY and ENGINEER. IN WITNESS WHEREOF the parties hereto duly enter into and execute this Addendum No. 1, as of this -14' day of Ar ri ( , 2005. CITY OF YAKIMA HUIBREGTSE, LOUMAN ASSOCIATES, INC. Signature Signature Printed Name: Richard A. Zais, Jr. Printed Name: William L. Huibregtse Title: City Manager Title: President Date: q — 7 _p Date: 3 -/ / -or Attest K - v - City Clerk City Contract No. v70041 9� Resolution No. %f-,800,5-53/ G:\JAN\YAKI MA-JC4\84.wpd HLA Project No. 04070 Page 1 of 4 ADDENDUM NO. 1 EXHIBIT A CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS ENGINEERING AND SURVEYING SERVICES DURING CONSTRUCTION SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004 - 2005 Sidewalk Improvements (Summitview School Sidewalk Project) This scope of work shall include the furnishing of engineering and surveying services during construction, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter, for the following sidewalk improvement project: Modify existing 65th Avenue, from West Chestnut Avenue to approximately 200 LF north of Barge Street, and West Chestnut Avenue, from 65th Avenue to the easterly property line of Summitview Elementary School including furnishing all labor, materials, and equipment required to construct approximately 1,450 LF of new cement concrete curb and gutter, 760 SY of new 4 -inch thick cement concrete sidewalk, 335 SY of new 6 -inch thick cement concrete sidewalk/driveway, 200 tons of hot mix asphalt, storm drainage facilities, and other related improvements. 3. SERVICES DURING CONSTRUCTION A. Consult and advise the CITY during construction on an "as requested" basis by the CITY. B. Furnish a survey crew to provide all required construction surveying as outlined in Section 1-05.4 of the project specifications. C. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY and the CITY'S construction contractor. TIME OF PERFORMANCE Engineering Services During Construction for this 2004 - 2005 Sidewalk Improvements shall begin upon construction contract award by the CITY to the lowest responsible bidder (anticipated March 2005) and extend through construction contract completion (anticipated May 27, 2005). G:1JA NWAK I MA-JC4184.wpd HLA Project No. 04070 Page 2 of 4 ADDENDUM NO. 1 EXHIBIT B CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS Engineering Services During Construction Fees Compensation for professional engineering and surveying services during construction will be on a time spent plus expenses basis at the ENGINEER's normal hourly rates shown on Exhibit D. The following spreadsheet shows the estimated time and expenses to perform engineering services during construction for this project. The maximum amount of compensation to the ENGINEER for engineering services during construction will be $12,140.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE: 2004 - 2005 SIDEWALK IMPROVEMENTS CLIENT: CITY OF YAKIMA JOB NUMBER: 04070 Huibregtse, Louman Associates, Inc. DATE: March 10, 2005 ENGINEER'S HOURLY ESTIMATE TASK NO PROJECT TASK Licensed Prof. Engineer Licensed Prof. . Land Surveyor Project Engineer CAD Operator Two -Man Survey Party Clerical TOTAL HRS TASK FEES $105 $97 $88 $76 $140 $51 1 Construction Consultation 40 0 12 0 0 0 52 5,256.00 2 Construction Surveying 4 8 0 4 30 0 46 5,700.00 3 Record Drawings 4 0 0 8 0 2 14 1,130.00 Labor Subtotal 48 8 12 12 30 2 112 12,086.00 EXPENSES: hours $/hr Computers: 0.00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0.00 0.00 Mileage $54.00 54.00 Meals/Lodging $0.00 0.00 Misc. expenses: FAX I 0.00 TELEPHONE I 0.00 G:\J AN\YAKI MA -J C4\84.wpd HLA Project No. 04070 Page 3 of 4 TASK NO PROJECT TASK Licensed Licensed Prof. Prof. Engineer Land Surveyor $105 $97 Project CAD Engineer Operator Two -Man Survey Party Clerical TOTAL , TASK HRS FEES $88 $76 $140 $51 POSTAGE PRINTING SUB -CONSULTANTS: None Anticipated 0.00 Subtotal - Labor Subtotal - Expenses Subtotal - Subconsultants Total - ENGINEERING SERVICES DURING CONSTRUCTION 0.00 0.00 0.00 12, 086.00 54.00 0.00 $12,140.00 G:\JANWAK I MA -J C4\84.wpd HLA Project No. 04070 Page 4 of 4 OFFICE OF THE CITY CLERK 129 North Second Street Yakima, Washington 98901 Phone (509) 575-6037 • Fax (509) 576-6614 August 25, 2004 William Huibregtse Huibregtse, Louman Associates, Inc. 801 N 39`h Avenue Yakima WA 98902 SUBJECT: Professional Services Agreement — School Safety Flashers Enclosed is a fully executed original of the subject Contract with the City of Yakima. We previously sent you an original (dated August 4, 2004) but were notified by our Legal Department that there were minor changes which have been made. Please replace the previous contract with this one. Sincerely, _ d, / nda Watkins Records Clerk Enclosure AGREEMENT BETWEEN CITY OF YAKIMA, WASHINGTON AND HUIBREGTSE, LOUMAN ASSOCIATES, INC. FOR PROFESSIONAL SERVICES THIS AGREEMENT, made and entered into on thiso24,2' day of 4 t. sT , 2004, by and between the City of Yakima, Washington, with principal offices at 129 North Second Street, Yakima, WA 98901, hereinafter referred to as "CITY", and HUIBREGTSE, LOUMAN ASSOCIATES, INC., 801 North 39`h Avenue, Yakima, WA 98902, and which corporation and its principal engineers performing this Agreement are licensed and registered to do business in the State of Washington, hereinafter referred to as "ENGINEER," for 2004-2005 SIDEWALK IMPROVEMENTS (West Chestnut Avenue, 65th Avenue to easterly property line of Summitview Elementary School including improvements to a parking area in front of the school; and 65th Avenue, West Chestnut Avenue to approximately 200 feet north of Barge Street) herein called the "PROJECT." WITNESSETH: RECITALS WHEREAS, CITY desires to retain the ENGINEER to provide engineering services for design and construction engineering of 2004-2005 SIDEWALK IMPROVEMENTS, as described in this Agreement and subsequent Amendments thereto; and WHEREAS, ENGINEER represents that it has available and offers to provide personnel with expertise and experience necessary to satisfactorily accomplish the work within the required time and that it has no conflicts of interest prohibited by law from entering into this Agreement; NOW, THEREFORE, 'CITY and ENGINEER agree as follows: SECTION 1 INCORPORATION OF RECITALS 1.1 Agreement. The above recitals are incorporated into these operative provisions of the SECTION 2 SCOPE OF SERVICES 2.0.1 ENGINEER agrees to perform those services described hereafter. Unless modified in writing by both parties, duties of ENGINEER shall not be construed to exceed those services specifically set forth herein. 2.0.2 ENGINEER shall use its best efforts to maintain continuity in personnel and shall assign Michael T. Battle, PE, as Project Manager and William L. Huibregtse, PE, as Principal -in - Charge throughout the term of this Agreement unless other personnel are approved by the CITY. G:1JAN\YAK I M A -J C4\61. wpd 1 2.1 Basic Services: ENGINEER agrees to perform those tasks described in Exhibit A, entitled "City of Yakima - 2004-2005 SIDEWALK IMPROVEMENTS" (WORK) which is part of this Agreement as if fully set forth herein, for improvements shown in Exhibit C. 2.2 Additional Services: CITY and ENGINEER agree that not all WORK to be performed by ENGINEER can be defined in detail at the time this Agreement is executed, and that additional WORK related to Project and not covered in Exhibit A may be needed during performance of this Agreement. CITY may, at any time, by written order, direct the ENGINEER to revise portions of the PROJECT WORK previously completed in a satisfactory manner, delete portions of the PROJECT, or request that the ENGINEER perform additional WORK beyond the scope of the PROJECT WORK. Such changes hereinafter shall be referred to as "Additional Services." 2.2.1 If such Additional Services cause an increase or decrease in the ENGINEER'S cost of, or time required for, performance of any services under this Agreement, a contract price and/or completion time adjustment pursuant to this Agreement shall be made and this Agreement shall be modified in writing accordingly. 2.2.2 Compensation for each such request for Additional Services will be negotiated by the CITY and the ENGINEER according to the provisions set forth in Exhibit B and, if so authorized, shall be considered part of the PROJECT WORK. The ENGINEER shall not perform any Additional Services until so authorized by CITY and agreed to by the ENGINEER in writing. 2.3 The ENGINEER must assert any claim for adjustment in writing within thirty (30) days from the date of receipt by the ENGINEER of the written notification of change or of providing services related to an asserted change, whichever is earliest. SECTION 3 CITY'S RESPONSIBILITIES 3.1 CITY -FURNISHED DATA AND RESPONSIBILITY OF CITY: The CITY will provide to the ENGINEER or perform the following: a. Provide full information as to CITY requirements of the Project b. Assist the ENGINEER by placing at his disposal all available information pertinent to the Project including previous reports, record drawings, electronic drawings, plats, surveys, utility records, and any other data relative to design and construction of the Project. JECT. c. Obtain all rights of way and easements necessary to construct the PRO - d. Correspond and coordinate with the West Valley School District, Summitview Elementary, regarding layout and location of improvements along the school frontage and provide final layout to the ENGINEER for inclusion in the Plans. e. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals, and other documents presented by the ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the work of the ENGINEER. f. Advertise for hearings and proposals for bidders, open the proposals at the appointed time and place, and pay for all costs incidental thereto. G:UAMYAKI MA-JC4\61.wpd 2 9. Obtain approval of all govemmental authorities having jurisdiction over the Project and such approvals and consents from such other individuals or bodies as may be necessary for completion of the Project. 3.2 ACCESS TO FACILITIES AND PROPERTY: The CITY will make its facilities reasonably accessible to ENGINEER as required for ENGINEER'S performance of its services and will provide labor and safety equipment as reasonably required by ENGINEER for such access. 3.3 TIMELY REVIEW: The CITY will examine the ENGINEER'S studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as CITY deems appropriate; and render in writing decisions required of CITY in a timely manner. Such examinations and decisions, however, shall not relieve the ENGINEER of any contractual obligations nor of its duty to render professional services meeting the standards of care for its profession. 3.4 CITY shall appoint a City's Representative with respect to WORK to be performed under this Agreement. City's Representative shall have complete authority to transmit instructions and receive information. ENGINEER shall be entitled to reasonably rely on such instructions made by the CITY'S Representative unless otherwise directed in writing by the CITY, but ENGINEER shall be responsible for bringing to the attention of the CITY'S Representative any instructions which the ENGINEER believes are inadequate, incomplete, or inaccurate based upon the ENGINEER'S knowledge. 3.5 Any documents, services, and reports provided by the CITY to the ENGINEER are available solely as additional information to the ENGINEER and will not relieve the ENGINEER of its duties and obligations under this Agreement or at law. The ENGINEER shall be entitled to reasonably rely upon the accuracy and the completeness of such documents, services and reports, but shall be responsible for exercising customary professional care in using and reviewing such documents, services, and reports and drawing conclusions therefrom. SECTION 4 AUTHORIZATION, PROGRESS, AND COMPLETION 4.1 In signing this Agreement, CITY grants ENGINEER specific authorization to proceed with WORK described in Exhibit A. The time for completion is defined in Exhibit A, or as amended. SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS AT SPECIFIC HOURLY RATES: For the services described in Exhibit A, compensation shall be according to Exhibit D - Schedule of Specific Hourly Rates on a time spent basis plus reimbursement for direct non -salary expenses. 5.1.1 DIRECT NON -SALARY EXPENSES: Direct Non -Salary Expenses are those costs incurred on or directly for the PROJECT including, but not limited to, necessary transportation costs, including current rates for ENGINEER'S vehicles; meals and lodging; laboratory tests and analyses; printing, binding, and. reproduction charges; all costs associated with other outside nonprofessional services and facilities; special CITY -requested and PROJECT -related insurance and performance warranty costs; and other similar costs. Reimbursement for Direct Non -Salary Expenses will be on the basis of actual charges when fumished by commercial sources and on the basis of current rates when furnished by ENGINEER. Estimated Direct Non -Salary Expenses are shown in Exhibit B. G:UAN\YAKI MAJ C4\61.wpd 3 5.1.1.2 Travel costs, including transportation, lodging, subsistence, and incidental expenses incurred by employees of the ENGINEER and each of the Subconsultants in connection with PROJECT WORK; provided, as follows: That a maximum of U.S. INTERNAL REVENUE SERVICE allowed cents per mile will be paid for the operation, maintenance, and depreciation costs of company or individually owned vehicles for that portion of time they are used for PROJECT WORK. ENGINEER, whenever possible, will use the least expensive form of ground transportation. ❖ That reimbursement for meals inclusive of tips shall not exceed a maximum of $40 per day per person This rate may be adjusted on a yearly basis. That accommodation shall be at a reasonably priced hotel/motel. ❖ That air travel shall be by coach class, and shall be used only when absolutely necessary. 5.1.2 Telephone charges, computer charges, in-house reproduction charges, first class postage, and FAX charges are not included in the direct expense costs, but are considered included in the Schedule of Specific Hourly Billing Rates. 5.1.3 Professional Subconsultants. Professional Subconsultants are those costs for engineering, architecture, geotechnical services and similar professional services approved by the CITY. Reimbursement for Professional Subconsultants will be on the basis of 1.10 times the actual costs billed by the Professional Subconsultant for services provided to the CITY through this Agreement. Estimated Subconsultant costs are shown in Exhibit B. 5.2 Unless specifically authorized in writing by the CITY, the total budgetary amount for this PROJECT shall not exceed that amount set forth in Exhibit B. The ENGINEER will make reasonable efforts to complete the WORK within the budget and will keep CITY informed of progress toward that end so that the budget or WORK effort can be adjusted if found necessary. The ENGINEER is not obligated to incur costs beyond the indicated budget, as may be adjusted, nor is the CITY obligated to pay the ENGINEER beyond these limits. When any budget has been increased, the ENGINEER'S excess costs expended prior tosuch increase will be allowable to the same extent as if such costs had been incurred after the approved increase, and provided that the City was informed in writing at the time such costs were incurred. 5.3 The ENGINEER will use its best efforts to submit to the City's Representative by the 10th day of each calendar month an invoice for payment for PROJECT services completed through the accounting cut-off day of the previous month. Such invoices shall be for PROJECT services and WORK performed and costs incurred prior to the date of the invoice and not covered by previously submitted invoices. The ENGINEER shall submit with each invoice a summary of time expended on the PROJECT for the current billing period, copies of subconsultant invoices, and any other supporting materials determined by the City necessary to substantiate the costs incurred. CITY will use its best efforts to pay such invoices within thirty (30) days of receipt and upon approvalof the WORK done and amount billed. CITY will notify the ENGINEER promptly if any problems are noted with the invoice. CITY may question any item in an invoice, noting to ENGINEER the questionable item(s) and withholding payment for such item(s). The ENGINEER may resubmit such item(s) in a subsequent invoice together with additional supporting information required. G:\JANNYAKIMA-JC4\61.wpd 4 5.4 If payment is not made within sixty (60) days following receipt of approved invoices, interest on the unpaid balance shall accrue beginning with the sixty-first (61) day at the rate of 1.0% per month or the maximum interest rate permitted by law, whichever- is less; provided, however, that no interest shall accrue pursuant to Chapter 39.76 RCW when before the date of timely payment a notice of dispute is issued in good faith by the CITY to the ENGINEER pursuant to the terms of RCW 39.76.020(4). 5.5 Final payment of any balance due the ENGINEER for PROJECT services will be made within forty-five (45) days after satisfactory completion of the services required by this Agreement as evidenced by written acceptance by CITY and after such audit or verification as CITY may deem necessary and execution and delivery by the ENGINEER of a release of all known claims against CITY arising under or by virtue of this Agreement, other than such claims, ifany, as may be specifically exempted by the ENGINEER from the operation of the release in stated amounts to be set forth therein. 5.6 Payment for any PROJECT services and WORK shall not constitute a waiver or release by CITY of any claims, right, or remedy it may have against the ENGINEER under this Agreement or by law, nor shall such payment constitute a waiver, remission, or discharge by CITY of any failure or fault of the ENGINEER to satisfactorily perform the PROJECT WORK as required under this Agreement. SECTION 6 RESPONSIBILITY OF ENGINEER 6.1 The ENGINEER shall be responsible forthe professional quality, technical adequacy and accuracy, timely completion, and the coordination of all plans, design, drawings, specifications, reports, and other services furnished by the ENGINEER under this Agreement. The ENGINEER shall, without additional compensation, correct or review any errors, omissions, or other deficiencies in its plans, designs, drawings, specifications, reports, and other services. The ENGINEER shall perform its WORK according to generally accepted civil engineering standards of care and consistent with achieving the PROJECT WORK within budget, on time, and in compliance with applicable laws, regulations, and permits. 6.2 CITY'S review or approval of, or payment for, any plans, drawings, designs, spec- ifications, reports, and incidental WORK or services furnished hereunder shall not in any way relieve the ENGINEER of responsibility for the technical adequacy, completeness, or accuracy of its WORK and the PROJECT WORK. CITY'S review, approval, or payment for any of the services shall not be construed to operate as a waiver of any rights under this Agreement or at law or any cause of action arising out of the performance of this Agreement. 6.3 In performing WORK and services hereunder, the ENGINEER and its subcontrac- tors, subconsultants, employees, agents, and representatives shall be acting as independent contractors and shall not be deemed or construed to be employees or agents of. CITY in any manner whatsoever. The ENGINEER- shall not hold itself out as, nor claim to be, an officer or employee of CITY by reason hereof and will not make any claim, demand, or application to or for any right or privilege applicable to an officer or employee of CITY. The ENGINEER shall be solely responsible for any claims for wages or compensation by ENGINEER employees, agents, and representatives, including subconsultants and subcontractors, and shall save and hold CITY harmless therefrom. G: JANWAKIMA-JC4161.wpd 5 6.4 INDEMNIFICATION: (a) ENGINEER agrees to indemnify, defend, and hold the CITY harmless from loss, cost, or expense, including legal fees, of any kind claimed by third parties, including without limitation such loss, cost, or expense resulting from injuries to persons or damages to property, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subconsultants in connection with the PROJECT. In the event that any lien is placed upon the property of the CITY or any of the CITY'S officers, employees, or agents as a result of the negligence or willful misconduct of the ENGINEER, the ENGINEER shall at once cause the same to be dissolved and discharged by giving bond or otherwise. (b) In the event both the ENGINEER and the CITY are negligent, the ENGINEER'S liability for indemnification of the CITY shall be limited to the contributory negligence for any resulting suits, actions, claims, liability, damages, judgments, costs, and expenses (including reasonable attorney's fees) that can be apportioned to the ENGINEER, its officers, employees, agents, and/or subcontractors. 6.5 In any and all claims by an employee of the ENGINEER, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligations under this Agreement shall not be limited, in any way by any limitation on the amount or types of damages, compensation, or benefits payable by or for the ENGINEER or a subcontractor under workers' or workmens' compensation acts, disability benefit acts, or other employee benefit acts. The ENGINEER waives its immunity under the Industrial Insurance Act, Title 51, RCW. Such waiver has been mutually negotiated by the ENGINEER and the CITY as evidenced by their specific and express initialing of this paragraph. ENGINEER'S INITIALS Gl/>--l1 CITY'S INITIALS 6.6 It is understood that any resident engineering or inspection provided by ENGINEER is for the purpose of determining compliance with the technical provisions of PROJECT specifications and does not constitute any form of guarantee or insurance with respect to the performance of a contractor. ENGINEER does not assume responsibility for methods or appliances used by a contractor, for the safety of construction work, or for compliance by contractors with laws and regulations. CITY shall use its best efforts to ensure that the construction contract requires that the contractor(s) indemnify and name CITY, the CITY'S and the ENGINEER'S officers, principals, employees, agents, representatives, and engineers as additional insureds on contractor's insurance policies covering PROJECT, exclusive of insurance for ENGINEER professional liability. 6.7 SUBSURFACE INVESTIGATIONS: In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observation, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occurthat could affect total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER, to the extent that ENGINEER has exercised the applicable standard of professional care and judgment in such investigations. SECTION 7 PROJECT SCHEDULE AND BUDGET 7.1 The general PROJECT schedule and the budget for both the entire PROJECT and its component tasks shall be as set forth in this Agreement and attachments. The project schedule G:UANIYAKIMAJc4\61. wpd 6 and performance dates for the individual tasks shall be mutually agreed to by the CITY and the ENGINEER within fifteen days after execution of this Agreement. The performance dates and budgets for tasks may be modified only upon written agreement of the parties hereto. The performance date for tasks and the completion date for the entire PROJECT shall not be extended nor the budget increased because of any unwarranted delays attributable to the ENGINEER but may be extended or increased by the CITY in the event of a delay caused by special services requested by the CITY or because of unavoidable delay caused by any governmental action or other conditions beyond the control of the ENGINEER which could not be reasonably anticipated. 7.2 Not later than the tenth day of each calendar month during the performance of the PROJECT, the ENGINEER shall submit to the CITY'S Representative a copy of the current schedule and a written narrative description of the WORK accomplished by the ENGINEER and subconsultants on each task, indicating a good faith estimate of the percentage completion thereof on the last day of the previous month. Additional oral or written reports shall be prepared at the request of the CITY for presentation to other governmental agencies and/or to the public. SECTION 8 REUSE OF DOCUMENTS 8.1 All internal WORK products of the ENGINEER are instruments or service of this PROJECT. There shall be no reuse, change, or alteration by the CITY or others acting through or in behalf of the CITY without written permission of the ENGINEER, which shallnot be reasonably withheld will be at the CITY's sole risk. The CITY agrees to indemnify the ENGINEER and its officers, employees, subcontractors, and affiliated corporations from all claims, damages, losses, and costs, including, but not limited to, litigation expenses and attorney's fees, arising out of or related to such unauthorized reuse, change, or alteration; provided, however, that the ENGINEER will not be indemnified for such claims, damages, losses, and costs including without limitations litigation expenses and attorney fees where caused by the ENGINEER's own acts or omissions. 8.2 The ENGINEER agrees that ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes, and other WORK submitted or which are specified to be delivered under this Agreement or which are developed or produced and paid for under this Agreement, whether or not complete, shall be vested in the CITY. SECTION 9 AUDIT AND ACCESS TO RECORDS 9.1 The ENGINEER, including its subconsultants, shall maintain books, records, documents and other evidence directly pertinent to performance of the WORK under this Agree- ment in accordance with generally accepted accounting principles and practices consistently applied. The CITY or the CITY'S duly authorized representative, shall have access to such books, records, documents, and other evidence for inspection, audit, and copying for a period of three years after completion of the PROJECT. The CITY shall also have access to such books, records, and documents during the performance of the PROJECT WORK if deemed necessary by the CITY to verify the ENGINEER'S WORK and invoices. 9.2 Audits conducted pursuant to this section shall be in accordance with generally, accepted auditing 'standards and established procedures and guidelines of the reviewing or auditing agency. G:IJA NWAK I MA -J C4161. wpd 7 9.3 The ENGINEER agrees to the disclosure of all information and reports resulting from access to records pursuant to this section, provided that the ENGINEER is afforded the opportunity for an audit exit conference and an opportunity to comment and submit any supporting documentation on the pertinent portions of the draft audit report and that the final audit report will include written comments, if any, of the ENGINEER. 9.4 The ENGINEER shall ensure that substantially the foregoing paragraphs are included in each subcontract for WORK on the Project. 9.5 Any charges of the ENGINEER paid by the CITY found by an audit to be inadequately substantiated shall be reimbursed to the CITY. SECTION 10 INSURANCE 10.1 Prior to beginning WORK under this Agreement, the ENGINEER shall provide Certificates of Insurance satisfactory to the CITY as evidence that policies providing the following coverage and limits of insurance are in full force and effect. The CITY and the CITY'S officers, principals, employees, representatives, and agents shall be designated as additional insured on all such policies except for professional liability and Worker's Compensation. Such insurance shall be primary to the extent covered as additional insureds and other insurance maintained or carried by the CITY shall be separate and distinct and shall not be contributing with the insurance listed hereunder. ENGINEER'S insurance carrier shall be rated A -VII or higher in Best's Guide and admitted in the State of Washington. 10.1.1 Comprehensive general liability insurance, including personal injury liability, blanket contractual liability, and broad -form property damage liability coverage. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.2. Automobile bodily injury and property damage liability insurance covering owned, non -owned, rented, and hired cars. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.3. state law. Statutory workers' compensation and employer's liability insurance as required by 10.1.4. Professional liability insurance. The limit of liability shall be not less than $1,000,000. If the policy is on a claims made basis, the retroactive date of the insurance policy shall be on or before August 1, 2004, or shall provide full prior acts. The insurance coverage shall remain in effect during the term of this Agreement and for a minimum of three (3) years following the termination of this Agreement. Failure of either or all of the additional insureds to report a claim under such insurance shall not prejudice the rights of the CITY, its officers, employees, agents, and representatives thereunder. The CITY and the CITY'S officers, . principals, employees, representatives, and agents shall have no obligation for payment of premiums because of being named as additional insureds under such insurance. None of the policies issued pursuant to the requirements contained herein shall be canceled, allowed to expire, or changed in any manner so as to affect the rights of the City thereunder until thirty (30) days after written notice to the CITY of such intended cancellation, expiration, or change. GAJAN\YAK I MA-JC4161.wpd SECTION 11 SUBCONTRACTS 11.1 ENGINEER shall be entitled, to the extent determined appropriate by ENGINEER, to subcontract any portion of the WORK to be performed under this Agreement. 11.2 Any subconsultants or subcontractors to the ENGINEER utilized on this PROJECT, including any substitutions thereof, will be subject to prior approval by CITY, which approval shall not be unreasonably withheld. Each subcontract shall be subject to review by the CITY'S Representative, if requested, prior to the subconsultant or subcontractor proceeding with the WORK. Such review shall not constitute an approval as to the legal form or content of such subcontract. The ENGINEER shall be responsible for the architectural and engineering performance, acts, and omissions of all persons and firms performing subcontract WORK. 11.3 The ENGINEER shall submit, along with its monthly invoices, a description of all WORK completed by subconsultants and subcontractors during the preceding month and copies of all invoices thereto. SECTION 12 ASSIGNMENT 12.1 This Agreement is binding on the heirs, successors, and assigns of the parties hereto. This Agreement may not be assigned by CITY or ENGINEER without prior, written consent of the other, which consent will not be unreasonably withheld. SECTION 13 INTEGRATION 13.1 This Agreement represents the entire understanding of CITY and ENGINEER as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered herein. This Agreement may not be modified or altered except in writing signed by both parties. SECTION.14 JURISDICTION AND VENUE 14.1 This Agreement shall be administered and interpreted under the laws of the State of Washington. Jurisdiction of litigation arising from this Agreement shall be in that state. If any part of this Agreement is found to conflict with applicable laws, such part shall be inoperative, null, and void insofar as it conflicts with said laws, but the remainder of this Agreement shall be in full force and effect. Venue of all disputes shall be Yakima County, State of Washington. SECTION 15 EQUAL EMPLOYMENT, NONDISCRIMINATION, and DRUG FREE WORK- PLACE 15.1 In connection with the Services under this Agreement, ENGINEER agrees to comply with the applicable provisions of State and Federal Equal Employment Opportunity and Nondiscrimination statutes and regulations. 15.2 In accordance with the Anti -Drug Act of 1988, 41 U.S.C. 702-707 and the Drug -Free Workplace Act, 42 U:S.C.12644, the ENGINEER has the responsibility to ensure that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance by any employee of the ENGINEER and by any employee of any subcontractor or subconsultant of the ENGINEER is prohibited in the workplace. G:\JANIYAKIMA-JC4161.wpd 9 SECTION 16 SUSPENSION OF WORK 16.1 CITY may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond CITY'S control are interfering with normal progress of the WORK. ENGINEER may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond ENGINEER's control are interfering with normal progress of the WORK. ENGINEER may suspend WORK on PROJECT in the event CITY does not pay invoices when due, except where otherwise provided by this Agreement. The time for completion of the WORK shall be extended by the number of days WORK is suspended. If the period of suspension exceeds 90 days, the terms of this Agreement are subject to renegotiation, and both parties are granted the option to terminate WORK on the suspended portion of Project in accordance with SECTION 17. SECTION 17 TERMINATION OF WORK 17.1 Either party may terminate this Agreement, in whole or in part, if the other party materially breaches its obligations under this Agreement and is in default through no fault of the terminating party. However, no such termination may be effected unless the other party is given: (1) not Tess than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation and for cure with the terminating party before termination. Notice shall be considered issued within seventy-two (72) hours of mailing by certified mail to the place of business of either party as set forth in this Agreement. 17.2 In addition to termination under subparagraph A of this Section, CITY may terminate this Agreement for its convenience, in whole or in part, provided. the ENGINEER is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, retum receipt requested, of intent to terminate; and (2) an opportunity for consultation with CITY before termination. 17.3 If CITY terminates for default on the part of the ENGINEER, an adjustment in the contract price pursuant to the Agreement shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other WORK, and (2) any payment due to the ENGINEER at the time of termination may be adjusted to the extent of any additional costs or damages CITY has incurred, or is likely to incur, because of the ENGINEER'S breach. In such event, CITY. shall consider the amount of WORK originally required which was satisfactorily completed to date of termination, whether that WORK is in a form or of a type which is usable and suitable to CITY at the date of termination and the cost to CITY of completing the WORK itself or of employing another firm to complete it. Under no circumstances shall payments made under this provision exceed the contract price. In the event of default, the ENGINEER agrees to pay CITY for any and all damages, costs, and expenses whether directly, indirectly, or consequentially caused by said default. This provision shall not preclude CITY from filing claims and/or commencing litigation to secure compensation for damages incurred beyond that covered by contract retainage or other withheld payments. 17.4 If the ENGINEER terminates for default on the part of CITY or if CITY terminates for convenience, the adjustment pursuant to the Agreement shall include payment for services satisfactorily performed 'to the date of termination, in addition to termination settlement costs the ENGINEER reasonably incurs relating to commitments which had become firm before the termination, unless CITY determines to assume said commitments. G:UANIYAKIMA-JG4161.wpd 10 17.5 Upon receipt of a termination notice under subsections 17.1 or 17.2 above, the ENGINEER shall (1) promptly discontinue all services affected (unless the notice directs otherwise), and (2) deliver or otherwise make available to CITY all originals of data, drawings, specifications, calculations, reports, estimates, summaries, and such other information, documents, and materials as the ENGINEER or its subconsultants may have accumulated or prepared in performing this Agreement, whether completed or in progress, with the ENGINEER retaining copies of the same. 17.6 Upon termination under any subparagraph above, CITY reserves the right to prosecute the WORK to completion utilizing other qualified firms or individuals; provided, the ENGINEER shall have no responsibility to prosecute further WORK thereon. 17.7 If, after termination for failure of the ENGINEER to fulfill contractual obligations, it is determined that the ENGINEER has not so failed, the termination shall be deemed to have been effected for the convenience of CITY. In such event, the adjustment pursuant to the Agreement shall be determined as set forth in subparagraph 17.4 of this Section. 17.8 If, because of death, unavailability or any other occurrence, it becomes impossible for any key personnel employed by the ENGINEER in PROJECT WORK or for any corporate officer of the ENGINEER to render his services to the PROJECT, the ENGINEER shall not be relieved of its obligations to complete performance under this Agreement without the concurrence and written approval of CITY. If CITY agrees to termination of this Agreement under this provision, payment shall be made as set forth in subparagraph 17.3 of this Section. SECTION 18 ARBITRATION 18.1 All claims, counterclaims, disputes, and other matters in question arising out of, or relating to, this AGREEMENT or the breach thereof may be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. Either CITY or ENGINEER may initiate a request for such arbitration, but consent of the other party to such arbitration shall be a necessary precondition to arbitration. SECTION 19 NOTICE 19.1 Any notice required to be given under the terms of this Agreement shall be directed to the party at the address set forth below. Notice shall be considered issued and effective upon receipt thereof by the addressee -party, or seventy-two hours after mailing by certified mail to the place of business set forth below, whichever is earlier. CITY: City of Yakima 2301 Fruitvale Boulevard Yakima, WA 98902 Attn: Mr. Chris Waarvick, Public Works Director - ENGINEER: HUIBREGTSE, LOUMAN ASSOCIATES, INC. 801 North 39' Avenue Yakima, WA 98902 Attn: William L. Huibregtse, PE, Principal -in -Charge G:UAMYAKIMA-J C4161,wpd 11 IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed by their respective authorized officers or representatives as of the day and year first above written. CITY OF YAKIMA HUIBREGTSE, LOUMAN ASSOCIATES, INC. 1%`Q' Signature Richard A. Zais, Jr. (Printed Name) Title: City Manaqer Date: Attest "KaA-e-y— City Clerk G:UAMYAKIMAJC4161. wpd 12 Sa},-ee ignature William L. Huibreqtse (Printed Name) Title: President Date: 8— za —a se- STATE OF WASHINGTON COUNTY OF YAKIMA ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the of CITY OF YAKIMA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp G:V ANIYAKIMAJC4161.wpd (Signature) Title Printed Name My commission expires: 13 STATE OF WASHINGTON ) COUNTY OF YAKIMA ) ss. I certify that I know or have satisfactory evidence that William L. Huibregtse, PE, is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the President of Huibregtse, Louman Associates, Inc., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp G:VANIYAKI MA -J C4161.wpd (Signature) Title Printed Name My commission expires: 14 EXHIBIT A CITY OF YAKIMA 2004-2005 SIDEWALK IMPROVEMENTS SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004-2005 Sidewalk Improvements (West Chestnut Avenue, 65th Avenue to easterly property line of Summitview Elementary School including improvements to a parking area in front of the school; and 65th Avenue, West Chestnut Avenue to approximately 200 feet north of Barge Street) This scope of work shall include the fumishing of all services, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter. The work to be performed involves design engineering, preparation of plans, specifications, and estimates for the project. PROJECT MANAGEMENT A. Project Management. The project manager will coordinate ENGINEER's design team to ensure that the work is completed on schedule, is technically competent, and meets the CITY's needs. The project manager will provide overall project management for ENGINEER's work elements including, progress reports, and invoicing. B. Project Meetings. Attend up to two (2) project meetings in Yakima with CITY Staff to coordinate the, design aspects of the project with the CITY. C. Public Meetings. Attend up to one (1) public meeting in support of the CITY to address technical aspects of the work related to final design and preparation of plans and specifications for the Project. 2. DESIGN AND FINAL PLANS AND SPECIFICATIONS A. Perform field investigations and field surveying necessary to supplement existing pre -design -data for the design of identified improvements. B. Perform the preliminary design and present preliminary plans to the CITY prior to detailing final Plans. C. On the basis of approved preliminary plans, perform the final design and prepare complete Plans and Specifications for bid call on the proposed work, as authorized by the CITY. D. Furnish the CITY thirty (30) copies of the final Plans and Specifications for bidding and construction. G:UAMYAKIMA-J C4161.wpd 15 E. Furnish to the CITY engineering data for and assist in the preparation of the required documents so that the CITY may secure approval of such govemmental authorities as have jurisdiction over design criteria applicable to the Project. F. Answer and supply such information as is requested by prospective bidders. G. Prepare and issue addenda, if necessary. H. Prepare the Engineer's Estimate of construction cost. I• Attend bid opening and participate in the bid opening and evaluation process. J. Prepare tabulation of all bids received by the CITY and review bidder's qualifica- tions. K. Make recommendation of construction contract award to the lowest responsible bidder. The following professional services work for this project (SERVICES DURING CONSTRUCTION) is provided for information only at this time. The scope and cost of SERVICES DURING CONSTRUCTION professional services are intended to be negotiated and incorporated into this agreement by supplement/addendum at a later date with the mutual agreement of CITY and ENGINEER: 3. SERVICES DURING CONSTRUCTION A. Fumish the field survey crew necessary to set horizontal and vertical control for the improvements authorized for construction. B. Furnish a qualified resident engineer who shall make construction observations and be on the job at all times that significant work is in progress, whose duty shall be to provide surveillance of project construction for substantial compliance with Plans and Specifications. C. Prepare progress reports on the Project and file same with the CITY and provide monthly progress estimates to the CITY. D. Consult and advise the CITY during construction and make a final report of the completed work. E. Monitor the construction contractor's compliance with State labor standards. F. Review Contractor's submission of samples and shop drawings, where applicable. G. Recommend progress payments for the construction contractor to the CITY. H Prepare and submit proposed contract change orders when applicable. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY's construction contractor. G:1.1ANWAKI MA -J c4161.wpd 16 EXHIBIT B 2004-2005 Sidewalk Improvements Professional Fees Compensation for professional services will be on a time spent basis at the specific hourly rates shown on Exhibit D, plus reimbursement for direct non -salary expenses. The following spreadsheet shows the estimated time and expenses to perform design engineering, plans, specifications, and estimate for this 2004-2005 Sidewalk Improvement Project. The maximum amount of compensation to the ENGINEER for this work will be $15,271.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE: 2004-2005 Sidewalk Improvements CLIENT: CITY OF YAKIMA JOB NUMBER: Huibregtse, Louman Associates, Inc. (04070) DATE: July 7, 2004 TASK NO PROJECT TASK 1 PROJECT MANAGEMENT A B C 2 A B C D E F G H J K Project Management Project Meetings Public Meetings Pnncipal Licensed Engineer Prof. Engineer $123 $101 2 4 0 3 0 2 DESIGN AND FINAL PLANS, SPECIFICATIONS, & ESTI Field investigations and field surveying Perform the preliminary design 0 2 In-house project review, quality control Incorporate Agency Review comments 2 12 1 2 Final design, Plans, and Speci- fications Furnish copies of Plans and Specifications 1 2 1 8 Fumish engineering data for approvals Answer bidders questions 0 1 0 1 Prepare and issue addenda Prepare Estimate of construc- tion cost - Attend bid opening 1 1 2 2 1 4 G:UAN1YAKI MA-JC4\61.wpd 1 2 17 ENGINEER'S Licensed CAD -- HOURLY ESTIMATE 2 Land Surveyor Operator -Man Survey Crew Clerical TOTAL HRS 1 ASK DIRECT $94 $73. $135 $49 COSTS 0 0 0 0 6 650.00 0 0 0 0 3 303.00 0 0 0 0 2 202.00 TE 2 4 16 0 24 2,842.00 2 18 2 6 42 3,524.00 0 0 0 2 5 423.00 0 6 0 2 11 861.00 0 16 0 2 27 2,197.00 0 0 0 2 3 199.00 0 0 0 0 1 101.00 0 0 0 0 3 325.00 0 0 0 2 5 423.00 0 2 0 1 8 722.00 0 0 0 0 3 325.00 17 L Prepare tabulation of bids M Make recommendation of con- struction contract award Labor Subtotal EXPENSES: Computers: Travel: 0 2 0 0 0 2 4 300.00 1 2 0 0 0 1 4 374.00 12 51 4 46 18 20 151 13,771.00 hours $/hr Air Travel Mileage Meals/Lodging Cost/ Unit $0.00 $0.32 $0.00 0.00 Air Trips Ground Trp. Days Trip Miles 0.00 0.00 0.00 FAX Misc. expenses: TELEPHONE POSTAGE 0.00 0.00 OUTSIDE. PRINTING 0.00 1,500.00 SUB -CONSULTANTS: 0.00 Subtotal - Labor Subtotal - Expenses 13,771.00 Subtotal - Subconsultants Total - DESIGN AND FINAL PLANS AND SPECIFICATIONS 1,500.00 0.00 $15,271.00 G:U ANIYAK I MA.1 C4\61. wpd 18 EXHIBIT "D" SCHEDULE OF SPECIFIC HOURLY RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2004, Through December 31, 2004) Principal Engineer $123.00 per hour Licensed Professional Engineer $101.00 per hour Licensed Professional Land Surveyor $94.00 per hour Project Engineer $85.00 per hour CAD Technician $73.00 per hour Resident Engineer/Inspector $70.00 per hour Surveyor $70.00 per hour Senior Engineering Technician $56.00 per hour Engineering Technician $49.00 per hour Word Processing Technician $49.00 per hour Two Man. Survey Party $135.00 per hour Three Man Survey Party $176.00 per hour Vehicle Mileage $0.32 per mile Global Positioning Survey System Fee $72.00 per hour G:UANWAKIMA-J C4161.wpd 19 EXHIBIT "D" SCHEDULE OF SPECIFIC HOURLY RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2005, Through December 31, 2005) Principal Engineer $127.00 per hour Licensed Professional Engineer $105.00 per hour Licensed Professional Land Surveyor $97.00 per hour Project Engineer $88.00 per hour CAD Technician $76.00 per hour Resident Engineer/Inspector $72.00 per hour Surveyor $72.00 per hour Senior Engineering Technician $58.00 per hour Engineering Technician $51.00 per hour Word Processing Technician $51.00 per hour Two Man Survey Party $140.00 per hour Three Man Survey Party $182.00 per hour Vehicle Mileage $0.32 per mile Global Positioning Survey System Fee $72.00 per hour G:UAMYAKIMA.1 C4161.wpd 20 ITEM TITLE: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of April 5, 2005 Consideration of a resolution authorizing the City Manager to execute an addendum to a professional services agreement with Huibregtse, Louman Associates Inc. to add engineering services during construction of a school -related sidewalk project. SUBMITTED BY: Bill Cook, Director of Community and Economic Development Kay Adams, City Engineer CONTACT PERSON/TELEPHONE: Al Rose, Project Engineer/575-6111 SUMMARY EXPLANATION: Attached is an addendum to an agreement between the City of Yakima and Huibregtse, Louman Associates, Inc. (HLA) for additional services related to a school -related sidewalk project in an amount not to exceed $12,140. The primary additional service to be provided is surveying during construction, which the City's Engineering Division does not currently have the capability to perform. The original contract was entered into on the 24th of August 2004 for design and construction engineering for sidewalk and some parking improvements along portions of 65th Avenue and Chestnut Avenue near Summitview_ Elementary. The City of Yakima received a school safety grant from the Washington Traffic Safety Commission for the installation of sidewalks on the school walk route along 65th Avenue and Chestnut. Funding for the project is from the Washington Traffic Safety Commission and the West Valley School District. Resolution X Ordinance _ Other (Specify) Addendum 1 and copy of HLA Contract dated August 24, 2004 Contract Mail to (name and address): Funding Source Washington Traffic Safety Commission Grant and West Valley School District APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Adopt the resolution. BOARD/COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. R-2005-54 6e. seteks CANCAteXdkl c Mirk C TY OF YAKIMA 65- 36( SUMMITVIEW SCHOOL SIDEWALK -pRo4KT:44.,. CITY PROJECT NO. -2091- HLA PROJECT NO. 04070 nibregtse, Lotman Associates, Inc. CML ENGINEOilkG !AND SURVEYING • PLANNING FEBRUARY 2005 March 1, 2005 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering Division 129 North Second Street Yakima, Washington 98901 (509) 575-6111 • Fax 576-6305 K. Wendell Adams, City Engineer Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, Washington 98926 Re: Summitview School Sidewalk Project City Project No. 2091 Dear Mr. Belsaas: The City Manager of the City of Yakima, has authorized an award of the contract for the above referenced project to your company on the basis of your low bid submitted on February 23, 2005 in the amount of $148,193.00. This letter is official notification of the award of the contract to your company by the City of Yakima. Enclosed is one set of the Project Documents with the Proposal, Bid Bond and other bid submittals, for you and your surety company's information. Also enclosed are four originals of the contract and a performance bond form. Please sign and return all of the contract forms to this office, along with the fully executed performance bond and the certificate of insurance, within ten (10) calendar days. Your attention is directed to Section 1-07.18 Public Liability and Property Damage Insurance (APWA only) of the APWA Supplement to the Standard Specifications for coverage limits, additional insurance requirements and special ACORD form wording. We have also included a Liability Certificate Checklist for your and your surety's convenience. When these items have been approved, the City will execute the contract and bind a Contract, Perfomance Bond, Insurance Certificate, and Proposal into contract document books. The completed books will be distributed to the City Clerk, City Engineer, and Contractor. Please contact Bruce Floyd, Construction Supervisor, of our office within ten (10) days of this date to schedule a pre -construction conference, and to discuss various forms and documentation that must be completed and turned into him at the Pre -construction Conference. The Notice to Proceed will also be discussed at the Pre -construction Conference. Bruce's office phone is 575-6138. For your information, we are enclosing a copy of the bid summary for this project. Sincerely, K. Wendell Adams, P.E. City Engineer encl. cc: Glenn Rice, Assistant City Manager Bruce Floyd, Construction Supervisor Joan Davenport, Supervising Traffic Engineer Michael Battle, Project Engineer-Huibregtse Louman Associates Al Rose, City Project Engineer Wendy Leinan, City Contract Specialist City Clerk Edna Pettyjohn, Finance File Yakima wimricany 1994 BID SUMMARY SUMMITVIEW SCHOOL SIDEWALK PROJECT ENGINEER'S ESTIMATE Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, WA 98926 West Coast Construction Co., Inc. P.0 Box 419 Woodinville, WA 98072 Ken's Construction, Inc. 1062 Nightingale Road Wapato, WA98951 Superior Paving Co. P O. Box 10268 Yakima, WA 98909 ITEM NO ITEM DESCRIPTION ITEM UNIT ITEM QUANT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 Mobilization LUMP SUM - - - 8,000.00 6,300 00 18,000.00 4,000.00 8,600.00 2 Project Temporary Traffic Controls LUMP SUM - - - 6,000.00 4,880.00 350 00 3,500.00 15,420.00 3 Clearing and Grubbing LUMP SUM - - - 7,500.00 8,750.00 9,400.00 5,000.00 4,300 00 4 Roadway Excavation Including Haul CY 500 12.00 6,000.00 11.50 5,750.00 12.85 6,425.00 12.00 6,000.00 27 00 13,500.00 5 Crushed Surfacing Top Course TON 380 15.00 5,700.00 21.00 7,980.00 18.00 6,840.00 15.00 5,700.00 26.00 9,880.00 6 Crushed Surfacing Base Course TON 410 15.00 6,150 00 16.00 6,560.00 18 00 7,380.00 15.00 6,150.00 25.00 10,250.00 7 HMA Class 'A' PG 64-28 TON 200 48.00 9,600.00 60.00 12,000.00 63.60 12,720.00 72.00 14,400.00 67.00 13,400.00 8 Precast Concrete Catch Basin, 30 -Inch Diameter EA 7 700.00 4,900.00 740.00 5,180.00 800.00 5,600.00 2,500.00 17,500.00 1,017.00 7,119.00 9 Storm Drain Manhole, 48 -Inch Diameter EA 4 1,800.00 7,200.00 1,825.00 7,300.00 2,000.00 8,000.00 2,500.00 10,000.00 2,007.00 8,028.00 10 Solid Wall PVC Storm Sewer Pipe, 12 -Inch Diameter LF 212 26 00 5,512.00 22.00 4,664.00 25.00 5,300 00 15.00 3,180.00 25.00 5,300.00 11 Infiltration Trench Type 1 LF 76 75.00 5,700.00 41.00 3,116.00 72.00 5,472.00 53.00 4,028.00 80.00 6,080.00 12 Infiltration Trench Type 2 LF 87 80 00 6,960.00 50.00 4,350.00 93.50 8,134.50 62.00 5,394.00 101.00 8,787.00 13 Shoring or Extra Excavation, Class B LF 165 2.00 330.00 7.00 1,155.00 2.00 330.00 8.50 1,402.50 0.50 82.50 14 Select Backfill CY 100 20.00 2,000.00 15.50 1,550.00 1.00 100.00 12.00 1,200.00 23.00 2,300.00 15 Cement Concrete Traffic Curb and Gutter LF 1,447 8.00 11,576.00 7.00 10,129.00 7.40 10,707.80 8.50 12,299.50 7.55 10,924.85 16 Cement Concrete Valley Gutter LF 490 10.00 4,900.00 13.50 6,615.00 14.25 6,982.50 22.00 10,780.00 9.20 4,508.00 17 Cement Concrete Sidewalk , 4 -Inch Thick SY 758 20.00 15,160.00 28.00 21,224.00 25.50 19,329.00 30.00 22,740.00 23.50 17,813.00 18 Cement Concrete Sidewalk, 6 -Inch Thick SY 335 28.00 9,380.00 31.00 10,385.00 28.50 9,547.50 37.00 12,395.00 26 70 8,944.50 19 Concrete Stair and Handrail LUMP SUM - - - 1,400.00 4,285.00 4,200 00 4,000.00 4,713.50 20 Adjust Manhole to Grade EA 7 250.00 1,750.00 325.00 2,275.00 300.00 2,100.00 250.00 1,750.00 335.00 2,345.00 21 Adjust Valve Box to Grade EA 1 200.00 200.00 175.00 175.00 250.00 250.00 250.00 250.00 250 00 250.00 22 Chain Link Fence, Type 6 LF 410 24.00 9,840.00 13.50 5,535.00 11 00 4,510 00 20.00 8,200.00 10.60 4,346.00 23 Mailbox Support, Type 2 EA 5 300.00 1,500.00 275.00 1,375.00 225.00 1,125.00 300.00 1,500.00 305.00 1,525.00 24 Remove and Replace Sign LUMP SUM - - - 1,000.00 1,660.00 800 00 1,000 00 1,500 00 G:\JAN\YAKIMA-JC4\81 wpd HLA Project No. 04070 Page 1 of 4 BID SUMMARY SUMMITVIEW SCHOOL SIDEWALK PROJECT ENGINEER'S ESTIMATE Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, WA 98926 West Coast Construction Co , Inc. P.O. Box 419 Woodinville, WA 98072 Ken's Construction, Inc. 1062 Nightingale Road Wapato, WA 98951 Superior Paving Co P O Box 10268 Yakima, WA 98909 ITEM NO ITEM DESCRIPTION ITEM UNIT ITEM QUANT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 25 Minor Change FORCE ACCOUNT - - - Estimate 5,000.00 Estimate 5,000.00 Estimate 5,000.00 Estimate 5,000.00 Estimate 5,000.00 TOTAL $143,258.00 $148,193.00 $158,603.30 $167,369.00 $174,916.35 ENGINEER'S REPORT 6. AWARD MADE BY CITY MANAGER CITY OF YAKIMA SUMMITVIEW SCHOOL SIDEWALK PROJECT PROJECT NO. 2091 Competitive bids were opened on February All bids have been IIrecommendthecontra contract n5' 23, 2005. 1��/Sit $ &M.: 644*,/K —N'"\ - c o\ DTE: FEBRUARY 23,2005 vDATE KAY l./ DAMS, !TY ENGINEER / DATE CITY MANAGER G:\JAN\YAKIMA-JC4\81 wpd HLA Project No. 04070 Page 2 of 4 BID SUMMARY SUMMITVIEW SCHOOL SIDEWALK PROJECT ENGINEER'S ESTIMATE Columbia Asphalt & Gravel, Inc. P.O. Box 9337 Yakima, WA 98909 ITEM NO ITEM DESCRIPTION ITEM UNIT ITEM QUANT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 Mobilization LUMP SUM - - - 8,000 00 9,335.00 2 Project Temporary Traffic Controls LUMP SUM - - - 6,000.00 18,608.00 3 Clearing and Grubbing LUMP SUM - - - 7,500.00 10,625.50 4 Roadway Excavation Including Haul CY 500 12.00 6,000.00 21.30 10,650.00 5 Crushed Surfacing Top Course TON 380 15.00 5,700.00 25.40 9,652.00 6 Crushed Surfacing Base Course TON 410 15 00 6,150.00 17.60 7,216 00 7 HMA Class 'A' PG 64-28 TON 200 48.00 9,600.00 54.70 10,940.00 8 Precast Concrete Catch Basin, 30 -inch Diameter EA 7 700.00 4,900.00 918.75 6,431.25 9 Storm Drain Manhole, 48 -Inch Diameter EA 4 1,800.00 7,200.00 1,653.75 6,615.00 10 Solid Wall PVC Storm Sewer Pipe, 12 -Inch Diameter LF 212 26.00 5,512.00 27.05 5,734.60 11 Infiltration Trench Type 1 LF 76 75.00 5,700.00 77.70 5,905.20 12 Infiltration Trench Type 2 LF 87 80.00 6,960.00 88.20 7,673.40 13 Shoring or Extra Excavation, Class B LF 165 2.00 330.00 3.15 519.75 14 Select Backfill CY 100 20.00 2,000.00 22.05 2,205.00 15 Cement Concrete Traffic Curb and Gutter LF 1,447 8.00 11,576.00 6.85 9,911.95 16 Cement Concrete Valley Gutter LF 490 10.00 4,900.00 13.15 6,443.50 17 Cement Concrete Sidewalk , 4 -Inch Thick SY 758 20.00 15,160.00 26.80 20,314.40 18 Cement Concrete Sidewalk, 6 -Inch Thick SY 335 28.00 9,380.00 29.90 10,016.50 19 Concrete Stair and Handrail LUMP SUM - - - 1,400.00 - - - - 4,499.25 20 Adjust Manhole to Grade EA 7 250.00 1,750.00 210.00 1,470.00 21 Adjust Valve Box to Grade EA 1 200.00 200.00 180.00 180.00 22 Chain Link Fence, Type 6 LF 410 24.00 9,840.00 10.15 4,161 50 23 Mailbox Support, Type 2 EA 5 300.00 1,500.00 210.00 1,050.00 24 Remove and Replace Sign LUMP SUM - - - 1,000 00 2,688.00 G:\JAN\YAKIMA-JC4\81 wpd HLA Project No. 04070 Page 3 of 4 BID SUMMARY SUMMITVIEW SCHOOL SIDEWALK PROJECT ENGINEER'S ESTIMATE Columbia Asphalt & Gravel, Inc. P O. Box 9337 Yakima, WA 98909 ITEM NO. ITEM DESCRIPTION ITEM UNIT ITEM QUANT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 25 Minor Change FORCE ACCOUNT - - - Estimate 5,000.00 Estimate 5,000.00 TOTAL $143,258.00 $177,845.80 CITY OF YAKIMA SUMMITVIEW SCHOOL II SIDEWALK PROJECT PROJECT NO. 2091 DATE: FEBRUARY 23, 2005 G:\JAN\YAKIMA-JC4\81 wpd HLA Project No. 04070 Page 4 of 4 CITY OF YAKIMA SUMMITVIEW SCHOOL SIDEWALK PROJECT CITY PROJECT NO. 2091 HLA PROJECT NO. 04070 AO* Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING FEBRUARY 2005 CITY OF YAKIMA CONTRACT DOCUMENTS FOR SUMMITVIEW SCHOOL SIDEWALK PROJECT EXPIRES �11 " 6, 2006 CITY PROJECT NO. 2091 HLA PROJECT NO. 04070 OWNER: ENGINEER: City of Yakima 129 North Second Street Yakima, WA 98901 Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 FUNDING AGENCIES: Washington State Traffic Safety Commission FEBRUARY 2005 Z:\JAN\SPECS\04070-YK. wpd CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR SUMMITVIEW SCHOOL SIDEWALK PROJECT City of Yakima Project No. 2091 HLA Project No. 04070 TABLE OF CONTENTS PAGE NO SECTION 1 - ADVERTISEMENT FOR BIDS .... 1-1 INVITATION TO BID ... . ......... 1-2 SECTION 2 - INFORMATION FOR BIDDERS 2-1 INFORMATION FOR BIDDERS ..... 2-2 SECTION 3 - BID PACKAGE 3-1 BID PROPOSAL . 3-2 UNIT PRICE BID PROPOSAL . 3-3 BID BOND FORM 3-5 BID BOND ... 3-5 NON -COLLUSION DECLARATION 3-6 NONDISCRIMINATION PROVISION . 3-7 SUBCONTRACTOR LIST . .... 3-8 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY . 3-9 RESOLUTION NO. D-4816 .. ...... .. . 3-10 AFFIRMATIVE ACTION PLAN . 3-11 BIDDERS CERTIFICATION ... . . 3-13 SUBCONTRACTORS CERTIFICATION 3-14 PROPOSAL 3-17 BIDDER'S CHECK LIST 3-18 SECTION 4 - CONTRACT AND RELATED MATERIALS 4-1 CONTRACT ... 5-2 PERFORMANCE BOND 5-4 SCHEDULE OF WORKING HOURS 5-6 INSURANCE FORM . ... .. 5-7 MINIMUM WAGE AFFIDAVIT 5-9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS . . 5-1 PREVAILING WAGE RATES . 5-2 SECTION 6 - AMENDMENTS . ... 6-1 SECTION 7 - TECHNICAL SPECIFICATIONS .. ... . 7-1 STANDARD SPECIFICATIONS .. 7-2 SPECIAL PROVISIONS ... 7-3 Z:\JAN\SPECS\04070-YK.wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z:\JAN\SPECS\04070-YK.wpd 1-1 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 February 23, 2005, and then be opened and publicly read for the construction of: CITY OF YAKIMA SUMMITVIEW SCHOOL SIDEWALK IMPROVEMENTS City of Yakima Project No. 2091 Modify existing 65`h Avenue, from West Chestnut Avenue to approximately 200 LF north of barge street, and West Chestnut Avenue, from 65' Avenue to the easterly property line of Summitview Elementary School including furnishing all labor, materials, and equipment required to construct approximately 1,450 LF of new cement concrete curb and gutter, 760 SY of new 4 -inch thick cement concrete sidewalk, 335 SY of new 6 -inch thick cement concrete sidewalk/driveway, 200 tons of hot mix asphalt, storm drainage facilities, and other related improvements. All in accordance with the Plans and Specifications as prepared by Huibregtse, Louman Associates, Inc., and approved by the City of Yakima All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contact and furnish satisfactory performance bond within the time stated in the Specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and Specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street upon payment of the amount of $40.00 for each set, non-refundable. 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. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima DATED this day of „Ia.,. +A..44-7 , 2005. Publish- February 8, 2005 February 9, 2005 Z: \JAN \SPECS \04070-YK.wpd KAREN S. ROBERTS CITY CLERK 1-2 SECTION 2 - INFORMATION FOR BIDDERS Z:\JAN\S PECS\04070-YK.wpd 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER"), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2:00 p.m , February 23, 2005, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901 Each sealed envelope `containing a BID must be plainly marked on the outside as BID for SUMMITv IEVV� SCHOOL SIDEWALK PROJECT, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901 All BIDS must be made on the required BID form Ali blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted Only "nee Coni of they Plrl farm is rent iirari The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postpone- ment thereof Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. When the Agreement is executed, the bonds of the unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms In case of failure of the BIDDER to execute the Agreement, the Z:\JAN\SPECS\04070-YK.wpd 2-2 OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Michael T Battle, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509) 966-7000, FAX. (509) 965-3800. Z: \JAN\SPECS\04070-Y K.wpd 2-3 Z:UAN\S P ECS\04070•YK.wpd SECTION 3 - BID PACKAGE 3-1 CITY OF YAKIMA 129 NORTH 2ND STREET YAKIMA, WASHINGTON BID PROPOSAL SUMMITVIEW SCHOOL SIDEWALK PROJECT YAKIMA, WASHINGTON City of Yakima Project No. 2091 To: City Clerk City of Yakima Proposal of BELSAAS & SMITH CONSTRUCTION, INC. (hereinafter called "BIDDER"), organized and existing under the laws of the State of Washington, doing business as corporation (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the SUMMITVIEW SCHOOL SIDEWALK PROJECT- City of Yakima Project No. 2091, in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1-08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each day thereafter as provided for in Section 1-08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: 0 BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z:\JAN\SP EC S\04070-YK.wpd 3-2 1 1 I i i 1 1 1 1 y 1 1 1 1 1 J UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes/corrections to the bid must be initialed by the signer of the bid, in accordance with Section 1-02.5.) CITY OF YAKIMA SUMMITVIEW SCHOOL SIDEWALK PROJECT City Project No. 2091 HLA Project No. 04056 ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 1 Mobilization LUMP SUM --- X = 4 36o o a 2 Project Temporary Traffic Controls LUMP SUM - - - X =IIj 3 Clearing and Grubbing LUMP SUM - - - X= a6 4 Roadway Excavation Including Haul CY 500 X f 1 '5"4' = !• S- 5 Crushed Surfacing Top Course TON 380 X z � = - r �' � 9SCJ - ( <) 0 — 6 Crushed Surfacing Base Course TON 410 X , ( 46 7 HMA Class 'A' PG 64-28 TON 200 X_ 6 0 = 1 b 8 Precast Concrete Catch Basin, 30 -Inch Diameter EA 7 X9,6�� = , , 9 Storm Drain Manhole, 48 -Inch Diameter EA 4 X 1 et _ 06 , 10 Solid Wall PVC Storm Sewer Pipe, 12 -Inch Diameter LF 212 X 60. 2. 2., — = to a `i, 6 C. 11 Infiltration Trench Type 1 LF 76 X / / � = 1 i �. 4 12 Infiltration Trench Type 2 LF 87 ^X "6 = �/ -�, () ,..n0 13 Shoring or Extra Excavation, Class B LF 165- X 7 0 = t t S' .5 "."--1:' 14 Select Backfill CY 100 X I "= 1 I '' S- 15 Cement Concrete Traffic Curb and Gutter LF 1,447 X = 10a l 2_,<j ts b 16 Cement Concrete Valley Gutter LF 490 X I- _ (.5. e 15- 17 Cement Concrete Sidewalk , 4 -Inch Thick SY 758 X 2 to = H 2.i 2'2, eif 18 Cement Concrete Sidewalk, 6 -Inch Thick SY 335 X 1 =�ta d 0 1 19 Concrete Stair and Handrail LUMP SUM - - - X = q , 7, "- 20 Adjust Manhole to Grade EA 7 X v, = Z:UAMSPECS104070•YK.wpd 3-3 ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 21 Adjust Valve Box to Grade EA 1 X / = . c 22 Chain Link Fence, Type 6 LF 410 X v ', _._ = '_. ...' S.�` 23 Mailbox Support, Type 2 EA 5 X , = - '- 24 Remove and Replace Sign LUMP SUM - - - x = 4,1 ,,,6, 0? - 25 Minor Change FORCE ACCOUNT - - - X Estimate = 5,000.00 BID TOTAL 1 1/ 8i 1 Z: U AN\S P EC S\04070 -Y K. wpd 3-4 tA Z� I ■ ■ ■ r w ■ ■ ■ BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, Belsaas & Smith Construction, Inc. as principal, and United States Fidelity and Guaranty Company, as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Five percent of amount bid (5% 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 Summitview School Sidewalk Improvements Project No. 2091 according to the terms of the proposal or bid made by the Principal therefor, 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 23rd DAY OF February, 2005 . Belsaas & Smith Construction, Inc. Principal States Fideli9y an ranty, Company Donna S. Martinez Surety Attorney -gin -Fact , 20 Received return of deposit in the sum of $ (Theul Power of Attorney No. POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company 23842 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 2215617 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, and Kelly A. Marble of the City of Yakima, State Washington , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law 22nd P 2003 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 22 `� day of Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company State of Maryland City of Baltimore United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. PETER W CARMAN, Vice President THOMAS E. HUIBREGTSE, Assistant Secretary On this 22nd day of April 2003 , before me, the undersigned officer, personally appeared Peter W Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc., and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such. being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 1st day of July, 2006. 86203 Rev 7-2002 Printed in U.S.A. REBECCA EASLEY-ONOKALA, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions arc now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Altorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company I Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Gnaidian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and affrrt nnr hag not heen revoked. 23 IN TESTIMONY WHEREOF, I hereunto set my hand this day of February 2005 Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1-800-121-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above-named individuals and the details of the bond to which the power is attached. BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of Sx five per cent (5%) of bid , which amount is not less than five percent (5%) of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we , as Principal, and ,as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of 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 SUMMITVIEW SCHOOL SIDEWALK PROJECT according to the terms of the proposal or bid made by the Principal therefor, 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 DAY OF , 2005. Principal Surety , 20 Received return of deposit in the sum of $ Z:'JAN1SPE CS104070-YK.wpd 3-5 NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. Z:\JAN\S P ECS\04070-YK.wpd 3-6 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 Govemment 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. Z: JAN\SPECS\04070-YK.wpd 3-7 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal SUMMITVIEW SCHOOL SIDEWALK PROJECT City of Yakima Project No. 2091 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name Item Numbers Subcontractor Name ,r &L.7) Com, -Iro Item Numbers s' t r 7 i f2 f 19 Subcontractor Name ra,,4 c_;.a +- 4 a V7 Item Numbers 2 Z Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: (BELSAAS & SMITH CONSTRUCTION, INC. ) Prime Contractor Name Item Numbers 2 I z It 1) Z: JAMSPECS\04070•YK.wpd 3-8 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. Z:\JAN\SPECS\04070-YK.wpd 3-9 RZSOLUT:ON NO, D' 48 1 6 A RESOLUTION adapting a "Women And Minority Business Enterprise Policy" for the City or 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 inteatiou of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity co participate in the performance of such public works, and WHEREAS, the City of Tlk"t,1 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 3Y Taz C'i COUNCIL OF TEE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business enterprise Policy", a copy o= which is attached hereto and by reference made a part hereof. 1983 r ADOPTED BY :HE CITY COUNCIL chis ..;"‘"7,5/1._ day of r)< «� , r Mayor City Clart 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. 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 Z: \JAN\S P E CS\04070-YK. wpd 3-11 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 rnntini sally 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 subcontractors, 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. Z:\JAN\SPECS\04070-YK.wpd 3-12 1 1 1 1 1 1 1 1 1 1 i r 1 1 1 1 1 1 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 BIDDERS CERTIFICATION BELSAAS & SMITH CONSTRUCTION, INC. certifies that: 1. It intends to use the following listed construction trades in the work under the contract City of Yakima Project No. 2091, SUMMITVIEW SCHOOL SIDEWALK PROJECT . 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 Instruction work (both federal and non-federal) in the Yakima, Washington area subject to 'these Bid Conditions, those trades being: Power E•ui.men 1.- • • Rum. Truck Drivers• L • • - Underground Pipe Layers; Form Setters; Form Strippers; Cement Masons; Flaggers 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. ign =turn or Authorized ' epresentative or icder) 3-13 4 Subcontractors' Certification is not required at the time of bid. This Certification must by completed by each subcontractor prior to award of any subcontract. SUBCONTRACTORS' CERTIFICATION certifies that (SUBCONTRACTOR) t. 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; 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) 3-14 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidders performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended an September 24, 1965, with a contractor debarred from, or who is determined not to be a `responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing succontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order Any bidder, or contracer or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non-compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contactor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade s goals of minority and women workforce utilization, and snail be grounds for imposition of the sanctons and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action pian no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor cr subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and :ts obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanens shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractors minority and women workforce utilization and will not take into consideration the minonty and women workforce utilization of its subcontractors. 6 3-15 Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the ;mcterrenring regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formai action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shim to him the requirement to come forward with evidence to show that he has met the "good faith" reouiremer>ts of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effortto make those steps work toward the attainment of its goals within its timetables. The tendency of such formai proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contraator' within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with whith the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid ccncitions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and :lie such reports relating to the provisions of these Bid Conditions as shall be required by the coning or administering agency or the Office of Federal Contractor Compliance. 7 3-16 PROPOSAL SUMMITVIEW SCHOOL SIDEWALK PROJECT CITY OF YAKIMA PROJECT NO. 2091 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 ❑ DOLLARS ❑ ($ PAYABLE TO THE STATE TREASURER IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) , , and SIGNATURE OF AUTHORIZED OFFICIALS Russ E. Belsaas, President FIRM NAME BELSAAS & SMITH CONSTRUCTION, INC. (ADDRESS) P.O. BOX 926 509.925.9747 ELLENSBURG, WA 98926 PHONE NUMBER 509.962-3031 FAX NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER BELSASC0330H FEDERAL ID NO. 91-1058794 Note: (1) This proposal form is not transferrable 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. yak2091 Z:41A MS P E C S10407 0•Y K. wpd 3-17 BIDDER'S CHECK LIST The bidder's attention is especiallycalled to ithe Contract act Doo ume whichwing fms must be executed, as required, and submitted on the form nts: 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 accom- panied 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 refer rmational Certificate of Insurance and Additional Insured Endorsement. Also AA to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. 3-18 Z:\JAN\SPECS\04070-YK.wpd CONTRACT THIS AGREEMENT, made and entered into in triplicate, this i `l day of , 2005, by and between the City of Yakima, hereinafter called the Owner, and Belsaas & Smith Construction, 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. $ 148,193.00, for Summitview School -Sidewalk Project, City Project No 2091, all in accordance with, and as described in the attached plans and specifications and the 2000 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 Fourty (40) 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 61day of 2005 ,may -t4A ,79C' City Manager Attest: City Clerk By. CONTRACTOR Vi Vh_I s a ICS/ -1 Corporation CQ trac ,_) /KY `1--/-\ (Print Name) (1=04- _ 1 Its 1=0 f.J b\% — Se e.,4 ((President, Owner, etc.) Address: P(() 11,-)-(P Rx Date/Time MRR-07-2005(MON ) 13:08 Mar. 7. 2005 1:13PM BELSAAS & SMITH 509-962-3031 N 276 PERFORMANCE BOND Bond #: 400TA2516 BOND TO CITY OF YAKIMA P 002 KNOW ALL MEN BY THESE PRESENTS: Belsaas & Smith Construction, Inc. That we, the undersigned, a Washington Corporation aS Principal and United States Fidelity and Guar. ty Company , a corporation organized and existing under the laws of the State of Maryland surety as a surety corporation, and qualified under the laws of the State of Washington to become sQ' r u•e.tyupon bonds of contractors with municipal corporations, as surety, are jointly and severally held and 'firmly bound he to the CITY OF YAKIMA in the penal sum of $ 14s 193.00 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 11 day of March , 2005. Nevertheless, the conditions of the above obligations are such that: ch WHEREAS, pursuant to City Clerk CITYn taken by the akima OF YAKIMA hast on let or is about to let to the said the City Manager and ylerk of the Belsaas & n' u • •• the above bounden Principal, a pertain Contract, the said Contract being numbered 2091, and pro- viding for SUMMITVIEW SCHOOL SIDEWALK PROJECT (which Contract Is referred to herein and is made a part hereof as though attached hereto), and, 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 Belsaas & Smith Construction, Inc. shall faithfully perform all of the provisions of sald 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, subcontractors and material men, and all personsof socishall sworsupply said principal or subcontractors with provisions and supplies for the carrying 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 subcontractor in the performance of said work and shall Indemnify and hold the CITY OF YAKIMA, its employees, agents, end 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 the performed under henand InContract tha ewithin nt thiseriod of one ob obligation shall be voidr after ; but otherwise s tance nt shall bhereof e and CITY OF YAKIMA, t remain In full force and effect. 4-4 Z:\JAN\SPECS \04070•YK,v.pa Rx Date/Time MRR-07-2005(MON) 13:08 Mar. 7. 2005 1:13PM BELSAAS & SMITH 509-962-3031 No.2765 P. 3 Approved as to for ( ity Attorney) Z;1JAN18 PEC 5104070•YK.wp0 Belsaas & Smith Construction, Inc. (Contr cto By: (Print Name) Its: C_4 (President, 01/liner, etc.) United States Fidelity and Guaranty Company (Suret Donna S. Martinez (Print Name) Its: Attorney -in -Fact 4-5 P 003 TheS PauI Power of Attorney No. POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company 23842 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 2215629 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, and Kelly A. Marble of the City of Yakima, State Washington , their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law 22nd April 2003 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 22 day of Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company SEAL. of United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. PETER W CARMAN, Vice President State of Maryland City of Baltimore 22nd On this day of April 2003 , before me, the undersigned officer, personally appeared Peter W Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc., and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. THOMAS E. HUIBREGTSE, Assistant Secretary In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 1st day of July, 2006. 86203 Rev 7-2002 Printed in U.S.A. LOA tetet. REBECCA EASLEY-ONOKALA, Notary Public r This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Compar y, S -t. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Compan;, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings. and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company I, Thomas E. . Huibrcgtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TEiSTIIVInNY WHEREOF, I hereunto set my hand this 11 day of March 2005 e )(\/ Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call I -800-42l-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above-named individuals and the details of the bond to which the power is attached. Insurance & Financial Services COUNTRY Casualty Insurance Company° P 0 Box 2209, Salem, Oregon 97308-2209 CERTIFICATE HOLDER City of Yakima 129N2nd St Yakima, WA 98901 CERTIFICATE OF INSURANCE CPP 0 BOP 0 OTHER Billing Number Effective Date 9/01/04 Insurance Office/Agent No. 46008/5043 Agent Joe Shannon Agent Phone 509 925 5278 INSURED'S NAME AND ADDRESS Belsaas & Smith Construction Inc PO Box 926 Ellensburg, WA 98926 The policies listed below have been issued to this named insured. Limits shown are the policy limits in effect at the date of this certificate. Claims paid anytime during the policy period may reduce some of these limits. This certificate is for information only and does not amend, alter or extend any coverage provided by policies listed. TYPE OF INSURANCE POLICY NUMBER POLICY EXPIRATION DATE LIMITS GENERAL LIABILITY ►1 Commercial General Liability CB5016725 09/01/2005 General Aggregate $ 2,000,000 • Claims MadeProducts Comp/Ops Aggregate $ 2,000,000 ►1 Occurrence Personal & Advertising Injury $ 1,000,000 • Owners & Contractors ach Occurrence $ 1,000,000 Protective Fire Damage (Any One Fire) Med' al Expense (Any One Person) $ 100,000 $ 5,000 ►� Per Job Aggregate • Businessowners a i AUTOMOBILE LIABILITY T:C 5 % Combined Single Limit $ 1,000,000 ■ Any Auto Bodily Injury (Per Person) $ ' , .} s•o1/2005 Bodily Injury (Per Accident) $ A All Owned Autos ■ Scheduled Autos CV501�yC'6726 ,'".- ry Property Damage $ ►1 Hired Autos ,;\� + ►1 Non -Owned Autos '' Combined Single Limit $ r Bodily Injury (Per Person) $ GARAGE LIABILITY Bodily Injury (Per Accident) $ Property Damage $ Garage Operations Aggregate $ EXCESS LIABILITY EACH OCCURRENCE AGGREGATE ' Commercial Umbrella CU5016727 09/01/2005 $ 2,000,000 $ 2,000,000 • Other Than Umbrella $ $ STATUTORY WORKERS' COMPENSATION $ (Each Accident) AND EMPLOYERS LIABILITY $ (Disease -Each Employee) $ (Disease -Policy Limit) OTHER DESCRIPTIONS OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS City of Yakima, its agents, empoyees, and elected or appointed officials, are named as additional insured for Summitview School Sidewalk Project 2091 Should any of the above described policies be canceled before the expiration date thereof, the issuing company will to mail 30 days written notice to the certificate holder named, -but- #-ice zh.a1Limp-ose n-ebligatieri or liability-©#-any-kirrct-up'tm'th'e . Issued at: ELLENSBURG WA 03/07/05 DATE 91600a (00-04/01/99) AUTHORIZED REPRESENTATIVE ISO form CG 20 10 11 85 was replaced in 2004 by ISO forms CG 20 10 07 04 & CG 20 37 07 04. Please call us at 509 925 5278 if you have questions. MAR -9-2005 14:42 FROM:COMM UND 3098215303 POLICY NUMBER: TO: 915099333000 P:1'2 COMMERCIAL GENERAL LIABILITY CG.2010 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anization s : Locations Of Covered 0 stations City of Yakima, its agents, employees and elected or appointed officials. Summitview School Sidewalk Project 2091 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to H. include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage' or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; In the performance of your ongoing operations for the additional insured(s) at the location(s) desig- nated above. CG 20 10 07 04 With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or property damage" occurring after: 1 All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arses has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. ISO Properties, Inc., 2004 Page 1 of 1 0 MAR -9-2005 14:42 FROM:COMM UND 3098215303 POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. F ADDITIONAL INSURED - OWN CONTRACTORS COMPLETI This endorsement modifies insurance provided under the following; COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): City of Yakima, its agents, employees and elected or appointed officials. TO:915099333000 P:2'2 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 kSE READ IT CAREFULLY. LESSEES OR OPERATIONS Location AI =)escription Of Completed Operations Summitview School Sidewalk Project 2091 Information required to complete this Schedule, if not shown above, wi:l be shown in the Declarations. Section II -- Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or ";property dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". CG 20 37 07 04 ® ISO Properties, Inc 20(. Page 1 of 1 0 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) COUNTY OF YAKIMA ) 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 less 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. Z:\JAN\SPECS\04070-YK.wpd Notary Public in and for the State of Washington residing 4-9 Z: WAN\SPECS\04070-YK.wpd SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5-1 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A copy of the applicable schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications Before any payment is made by the local government body of any sums due under this Contract, the Inca) government bnriy mi st receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries The CONTRAC- TOR 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 also 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 Z'\JAN\S PECS\04070-YK.wpd 5-2 YAKIMA County - Effective: 9/1/2004 -- Page 1 of 11 Get or Renew a License Electrical Apprenticeship Factory -Built Structures Elevators Contractors Plumbers Prevailing Wage ❑ About Prevailing Wage 8 Prevailing Wage Rates ❑ Rates by Trade Et County ❑ Scopes of Work O Rate Surveys ❑ View Approved Intents & Affidavits ❑+ Filing Intents a Affidavits Online ❑ Debarred Contractors ❑ Adviso. ry Committee ❑ Forms Et Publications Boilers Trades & Licensing Rules Topic index ! Contact info Search Horne Safety Claims a Insurance Workplace Rights Trades Et Licensing Find a Law (RCW) or Rule (WAC)_ Get a Form or Publication YAKIMA County - Effective: 9/1/2004 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and thl hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit cod( YAKIMA County Effective 9/1/2004 Benefit Code Ke Prevailing Overtime Holiday Classification Wage Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $26.39 1N 5D BOILERMAKERS JOURNEY LEVEL $43.47 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $33.02 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $31.25 1M 5D BRIDGE, DOCK AND WARF $38.67 1M 5D CARPENTERS CARPENTER $30.99 1M 5D CREOSOTED MATERIAL $31.09 1M 5D DRYWALL APPLICATOR $30.99 1M 5D FLOOR FINISHER $31.12 1M 5D FLOOR LAYER $31.12 1M 5D FLOOR SANDER $31.12 1M 5D MILLWRIGHT $39.67 1M 5D PILEDRIVERS, DRIVING, $38.87 1M 5D Nott Cod( http://www.lni.wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 2 of 11 PULLING, PLACING COLLARS AND WELDING SAWFILER $31.12 1M 5D SHINGLER $31.12 1M 5D STATIONARY POWER SAW $31.12 1M 5D OPERATOR STATIONARY $31.12 1M 5D WOODWORKING TOOLS CEMENT MASONS JOURNEY LEVEL $29.76 1N 5D DIVERS Et TENDERS DIVER $80.62 1M 5D 8A DIVER TENDER $41.72 1M 5D DREDGE WORKERS ASSISTANT ENC;INEER $39.52 1R 5D 8L ASSISTANT MATE $38.76 1B 5D 8L (DECKHAND) BOATMEN $39.52 1B 5D 8L ENGINEER WELDER $39.57 1B 5D 8L LEVERMAN, HYDRAULIC $41.04 1B 5D 8L MAINTENANCE $38.76 1B 5D 8L MATES $39.52 1B. 5D 8L OILER $39.16 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $27.83 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE JOURNEY LEVEL $42.92 1J 5A ELECTRICIANS - MOTOR SHOP CRAF I SMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $49.54 4A 5A CERTIFIED LINE WELDER $45.15 4A 5A GROUNDPERSON $32.63 4A 5A HEAD GROUNDPERSON $34.43 4A 5A HEAVY LINE EQUIPMENT $45.15 4A 5A OPERATOR JACKHAMMER OPERATOR $34.43 4A 5A JOURNEY LEVEL $45.15 4A 5A http://www.lni.wa.gov/PrevailingWage/wages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 3 of 11 LINEPERSON LINE EQUIPMENT OPERATOR $38.37 4A 5A POLE SPRAYER $45.15 4A 5A POWDERPERSON $34.43 4A 5A ELECTRONIC 8 TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS MECHANIC $49.28 4A 6Q MECHANIC IN CHARGE $54.18 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $7.16 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $24.67 1N 5D GLAZIERS JOURNEY LEVEL $19.51 1B 61 HEAT Et FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS Et MASON TENDERS JOURNEY LEVEL $26.87 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION/CLEANING/SEALING OF SEWER Et WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, $9.73 1 FOAMER OPERATOR GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.16 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $41.32 1B 5A http://www.lni.wa.gov/PrevailingI/Vage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 4 of 11 LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER Et WATER GENERAL LABORER $26.39 1N 5D PIPE LAYER $26.87 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN $7.38 1 SPRINKLER INS T ALLERS LANDSCAPE EQUIPMENT $15.45 1 OPERATORS OR TRUCK DRIVERS LANDSCAPING OR PLANTING $7.63 1 LABORERS LATH ERS JOURNEY LEVEL $30.99 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $39.93 1R 5A PLAYGROUND Et PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $46.82 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $37.26 1T 5D 8L BACKHOE, EXCAVATOR, $39.88 1T 5D 8L SHOVEL (3 YD Et UNDER) BACKHOE, EXCAVATOR, $40.34 1T 5D 8L SHOVEL (OVER 3 YD Et UNDER 6 YD) BACKHOE, EXCAVATOR, $40.86 1T 5D 8L http://1,vww.lni.wa.gov/PrevailingWage/iwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 5 of 11 SHOVEL (6 YD AND OVER WITH ATTACHMENTS) BACKHOES, (75 HP Et $39.49 1T 5D 8L UNDER) BACKHOES, (OVER 75 HP) $39.88 1T 5D 8L BARRIER MACHINE (ZIPPER) $39.88 1T 5D 8L BATCH PLANT OPERATOR, $39.88 1T 5D 8L CONCRETE BELT LOADERS (ELEVATING $39.49 1T 5D 8L TYPE ) BOBCAT $37.26 1T 5D 8L BROOMS $37.26 1T 5D 8L BUMP CUTTER $39.88 1T 5D 8L CABLEWAYS $40.34 1T 5D 8L CHIPPER $39.88 1T 5D 8L COMPRESSORS $37.26 1T 5D 8L CONCRETE FINISH MACHINE $37.26 1T 5D 8L - LASER SCREED CONCRETE PUMPS $39.49 1T 5D 8L CONCRETE PUMP -TRUCK $39.88 1T 5D 8L MOUNT WITH BOOM ATTACHMENT CONVEYORS $39.49 1T 5D 8L CRANES, THRU 19 TONS, $39.49 1T 5D 8L WITH ATTACHMENTS CRANES, 20 - 44 TONS, $39.88 1T 5D 8L WITH ATTACHMENTS CRANES, 45 TONS - 99 $40.34 1T 5D 8L TONS, UNDER 150 FT OF BOOM (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 $40.86 1T 5D 8L TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 $41.40 1T 5D 8L TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, A -FRAME, 10 TON $37.26 1T 5D 8L AND UNDER CRANES, A -FRAME, OVER 10 $39.49 1T 5D 8L TON http://www.lni.wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 6 of 11 CRANES, OVER 300 TONS, $41.92 1T 5D 8L OR 300' OF BOOM INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, $39.88 1T 5D 8L BRIDGE TYPE (20 - 44 TONS) CRANES, OVERHEAD, $40.34 1T 5D 8L BRIDGE TYPE (45 - 99 TONS) CRANES, OVERHEAD, $40.86 1T 5D 8L BRIDGE TYPE (100 TONS Et OVER) CRANES, TOWER CRANE UP $40.86 1T 5D 8L TO 175' IN HEIGHT, BASE TO BOOM CRANES, TOWER CRANE $41.40 1T 5D 8L TOWER CRANE L 11 JU V OVER 175' IN HEIGHT, BASE TO BOOM CRUSHERS $39.88 1T 5D 8L DECK ENGINEER/DECK $39.88 1T 5D 8L WINCHES (POWER) DERRICK, BUILDING $40.34 1T 5D 8L DOZERS, D-9 Et UNDER $39.49 1T 5D 8L DRILL OILERS - AUGER $39.49 1T 5D 8L TYPE, TRUCK OR CRANE MOUNT DRILLING MACHINE $39.88 1T 5D 8L ELEVATOR AND MANLIFT, $37.26 1T 5D 8L PERMANENT AND SHAFT - TYPE EQUIPMENT SERVICE $39.49 1T 5D 8L ENGINEER (OILER) FINISHING $39.88 1T 5D 8L MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP FORK LIFTS, (3000 LBS AND $39.49 1T 5D 8L OVER) FORK LIFTS, (UNDER 3000 $37.26 1T 5D 8L LBS) GRADE ENGINEER $39.49 1T 5D 8L GRADECHECKER AND $37,26 1T 5D 8L STAKEMAN GUARDRAIL PUNCH $39.88 1T 5D 8L http://www.lni wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 7 of 11 HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS HORIZONTAL/ DIRECTIONAL DRILL LOCATOR HORIZONTAL/ DIRECTIONAL DRILL OPERATOR HYDRALIFTS/BOOM TRUCKS (10 TON Et UNDER) HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) LOADERS, OVERHEAD (6 YD UP TO 8 YD) LOADERS, OVERHEAD (8 YD Et OVER) LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED LOCOMOTIVES, ALL MECHANICS, ALL MIXERS, ASPHALT PLANT MOTOR PATROL GRADER (FINISHING) MOTOR PATROL GRADER (NON -FINISHING) MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING OPERATOR PAVEMENT BREAKER PILEDRIVER (OTHER THAN CRANE MOUNT) PLANT OILER (ASPHALT, CRUSHER) POSTHOLE DIGGER, MECHANICAL POWER PLANT PUMPS, WATER QUAD 9, D-10, AND HD -41 REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP $39.49 1T 5D 8L $39.49 1T 5D 8L $39.88 1T 5D 8L $37.26 1T 5D 8L $39.49 1T 5D 8L $40.34 1T 5D 8L $40.86 1T 5D 8L $39.88 1T 5D 8L $39.88 1T 5D 8L $40.34 1T 5D 8L $39.88 1T 5D 8L $39.88 1T 5D 8L $39.49 1T 5D 8L $40.34 1T 5D 8L $37.26 1T 5D 8L $37.26 1T 5D 8L $39.88 1T 5D 8L $39.49 1T 5D 8L $37.26 1T 5D 8L $37.26 1T 5D 8L $37.26 1T 5D 8L $40.34 1T 5D 8L $40.34 1T 5D 8L http://www.lni.wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 8 of 11 RIGGER AND BELLMAN $37.26 1T 5D 8L ROLLAGON $40.34 1T 5D 8L ROLLER, OTHER THAN $37.26 1T 5D 8L PLANT ROAD MIX ROLLERS, PLANTMIX OR $39.49 1T 5D 8L MULTI LIFT MATERIALS ROTO -MILL, ROTO -GRINDER $39.88 1T 5D 8L SAWS, CONCRETE. $39.49 1-1 QI SCRAPERS - SELF $39.88 1T 5D 8L PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF- ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF $40.34 1T 5D 8L PROPELLED, u RRD TAIL END DUMP, ARTICULATING OFF- ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND $39.49 1T 5D 8L CARRY ALL SCREED MAN $39.88 1T 5D 8L SHOTCRETE GUNITE $37.26 1T 5D 8L SLIPFORM PAVERS $40.34 1T 5D 8L SPREADER, TOPSIDE $39.88 1T 5D 8L OPERATOR - BLAW KNOX SUBGRADE TRIMMER $39.88 1T 5D 8L TOWER BUCKET ELEVATORS $39.49 1T 5D 8L TRACTORS, (75 HP Et $39.49 1T 5D 8L UNDER ) TRACTORS, (OVER 75 HP) $39.88 1T 5D 8L TRANSFER MATERIAL $39.88 1T 5D 8L SERVICE MACHINE TRANSPORTERS, ALL TRACK $40.34 1T 5D 8L OR TRUCK TYPE TRENCHING MACHINES $39.49 1T 5D 8L TRUCK CRANE $39.49 1T 5D 8L OILER/DRIVER ( UNDER 100 TON) TRUCK CRANE $39.88 1T 5D 8L OILER/DRIVER (100 TON Et OVER) TRUCK MOUNT PORTABLE $39.88 1T 5D 8L CONVEYER http://www.lni.wa.gov/PrevailingWage/jwages%20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 9 of 11 WHEEL TRACTORS, FARMALL $37.26 1T 5D 8L TYPE YO YO PAY DOZER $39.88 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Et WATER (SEE POWER EQUIPMENT $0.00 OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.06 4A 5A SPRAY PERSON $31.34 4A 5A TREE EQUIPMENT $31.76 4A 5A OPERATOR TREE TRIMMER $29.48 4A 5A TREE TRIMMER $21.94 4A 5A GROUNDPERSON REFRIGERATION Et AIR CONDITIONING MECHANICS MECHANIC $46.82 1Q 5A RESIDENTIAL BRICK Et MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $19.51 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $15.56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $26.61 1B 5A SHOP) RESIDENTIAL SOFT FLOOR LAYERS http://www.lni.wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 10 of 11 JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $27.62 1J 51 USING IRRITABLE $30.62 1J 51 BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $37.12 1B 5A SHOP) SIGN MAKERS Et INSTALLERS (NON -ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $21 .R6 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.16 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $36.20 1R 51 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTYPARTY CHIEF $1 G 05 1 1 41 HILI I J.VJ I TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.29 2B 5A HOLE DIGGER/GROUND $15.91 2B 5A PERSON INSTALLER (REPAIRER) $27.13 2B 5A JOURNEY LEVEL TELEPHONE $26.32 2B 5A LINEPERSON SPECIAL APPARATUS $28.29 2B 5A INSTALLER I SPECIAL APPARATUS $27.72 2B 5A INSTALLER II TELEPHONE EQUIPMENT $28.29 2B 5A OPERATOR (HEAVY) TELEPHONE EQUIPMENT $26.32 2B 5A OPERATOR (LIGHT) TELEVISION GROUND $15.10 2B 5A PERSON http://wwl,v.lni.wa.gov/PrevailingWage/iwages/20042/co39.asp 11/24/2004 YAKIMA County - Effective: 9/1/2004 -- Page 11 of 11 TELEVISION $20.11 2B 5A LINEPERSON/INSTALLER TELEVISION SYSTEM $23.80 2B 5A TECHNICIAN TELEVISION TECHNICIAN $21.43 2B 5A TREE TRIMMER $26.32 2B 5A TERRAZZO WORKERS Et TILE SETTERS JOURNEY LEVEL $25.91 2M 5A TILE, MARBLE Et TERRAZZO FINISHERS FINISHER $22.11 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $28.46 2G 61 DUMP TRUCK Et TRAILER $28.46 2G 61 OTHER TRUCKS $28.46 2G 61 TRANSIT MIXER $28.46 2G 61 WELL DRILLERS Et IRRIGATION PUMP INSTALLERS IRRIGATION PUMP $11.15 1 INSTALLER OILER $9.20 1 WELL DRILLER $17.68 1 Aoouc Lttl f=ind a lob at LEI I Inforracion en esoanot I Size Fee.doack 3367 "...!..;t, _ 'iii i. ._. 1 f;t Ill i� i' s. http://www.lni.wa.gov/PrevailingWage/jwages/20042/co39.asp 11/24/2004 BENEFIT CODE KEY o EFFECTIVE 09.01-04 ************************************kik****#*%k******aY*****************,R**************************kip************** ******* OVERTIME CODES OVERTIMME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL. ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C Al L HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY, ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE, ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) FLOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF THE HOURLY RATE OF WAGE. WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED ON A HOLIDAY SHALL BE PAID ONE AND ONE-HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY J THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 09-01-04 -2- ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 1 T ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6.00PM SATURDAY TO 6.00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON FIOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY H. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL FLOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY BENEFIT CODE KEY - EFFECTIVE 09-01-04 -3- M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 4 A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES A. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTkVIAS,AND CHRISTIVIASDAY (8'). C HOLIDAYS NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). L HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). P HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7 1/2). S PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T PAID HOLIDAYS SEVEN (7) PAID HOLIDAYS ✓ PAID HOLIDAYS SIX (6) PAID HOLIDAYS W PAID HOLIDAYS NINE (9) PAID HOLIDAYS X. HOLIDAYS AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). BENEFIT CODE KEY - EFFECTIVE 09-01-04 -4- Z. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6 A. PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B PAID HOLIDAYS NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY (9) C HOLIDAYS NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D PAID HOLIDAYS NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). 6 H. HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). PAID HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (8) Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY UNPAID HOLIDAY, PRESIDENTS' DAY S PAID HOLIDAYS NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U HOLIDAYS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). ✓ PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEARS DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE. OVER 50' TO 100' - SI 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - S2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - 55.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE. OVER 50' TO 100' - 51 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - 81.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - 82.00 PER FOOT FOR EACH FOOT OVER 150 FEET BENEFIT CODE KEY - EFFECTIVE 09-01-04 -5- OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $ 1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. SO 75, LEVEL B $0.50, AND LEVEL C $0.25 M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A & B S1 00, LEVELS C & D• $0.50 N WORKERS ON ELAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. $1.00, LEVEL B SO 75, LEVEL C. S0.50, AND LEVEL D• 50.25 SECTION 6 - AMENDMENTS Z:\JAN\S PECS104070-YK.wpd 6-1 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2004 Standard Specifications for Road, Bridge, and Municipal Construction 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Cnorifiratinnc and maw inrliuria references which do not annly to thic nartirci filar nrniec_.t. 1 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE 2 PUBLIC 3 December 6, 2004 4 1-07.11(10)B Required Records and Retention 5 The third and fourth paragraphs are revised to read 6 7 Monthly Employment Utilization Reports 8 WSDOT Form #820-010 or substitute form as approved by the Contracting Agency 9 This form is required for all federally assisted projects if the contract is equal to or 10 greater then $10,000 and for every associated subcontract equal to or greater than 11 $10,000 These monthly reports are to be maintained in the respective Contractor 12 or subcontractor's records. 13 14 In addition, for contracts with a value of $100,000 or more, the Contractor shall 15 submit copies of the completed WSDOT form 820-010 or approved substitute to the 16 Contracting Agency by the fifth of each month throughout the term of the contract. 17 The Contractor shall also collect and submit these forms monthly from every 18 subcontractor who holds a subcontract with a value of $100,000 or more. 19 20 Failure to submit the required reports by their due dates may result in the 21 withholding of progress estimate payments. 22 23 1-07.13(4) Repair of Damage 24 This section is revised to read: 25 26 The Contractor shall promptly repair all damage to either temporary or permanent 27 work as directed by the Engineer. For damage qualifying for relief under Sections 28 1-07.13(1), 1-07.13(2) or 1-07 13(3), payment will be made in accordance with 29 Section 1-04.4 using the estimated bid item "Reimbursement for Third Party 30 Damage". 31 32 In the event the Contracting Agency pays for damage to the Contractor's work or for 33 damage to the Contractor's equipment caused by third parties, any claim the 34 Contractor had or may have had against the third party shall be deemed assigned 35 to the Contracting Agency, to the extent of the Contracting Agency's payment for 36 such damage. 37 38 Payment will be limited to repair of damaged work only. No payment will be made 39 for delay or disruption of work. 40 41 For the purpose of providing a common proposal for all bidders, the Contracting 42 Agency has entered an amount for "Reimbursement For Third Party Damage" in the 43 proposal to become a part of the total bid by the Contractor. 44 45 1-07.16(1) Private/Public Property 46 This section is revised to read. 47 48 The Contractor shall not use Contracting Agency owned or controlled property other 49 than that directly affected by the contract work without the approval of the Engineer 1 If the Engineer grants such approval, the Contractor shall then vacate the area 2 when ordered to do so by the Engineer. Approval to temporarily use the property 3 shall not create any entitlement to further use or to compensation for any conditions 4 or requirements imposed 5 6 The Contractor shall protect private or public property on or in the vicinity of the 7 work site. The Contractor shall ensure that it is not removed, damaged, destroyed, 8 or prevented from being used unless the contract so specifies. 9 10 Property includes land, utilities, trees, landscaping, improvements legally on the 11 right-of-way, markers, monuments, buildings, structures, pipe, conduit, sewer or 12 water lines, signs, and other property of all description whether shown on the plans 13 or not. 14 A y' 15 If the Engineer orders , or if otherwise necessary, the Contractor shall install 16 protection, acceptable to the Engineer, for property such as that listed in the 17 previous paragraph. The Contractor is responsible for locating and protecting all 18 property that is subject to damage by the construction operation 19 20 If the Contractor (or agents/employees of the Contractor) damage, destroy, or 21 interfere with the use of such property, the Contractor shall restore it to original 22 condition. The Contractor shall also halt any interference with the property's use. If 23 the Contractor refuses or does not respond immediately, the Engineer may have 24 such property restored by other means and subtract the cost from money that will 25 be or is due the Contractor. 26 27 The Contractor may access the worksite from adjacent properties. The Contractor 28 shall not use or allow others to use this access to merge with public traffic During 29 non -working hours, the Contractor shall provide a physical barrier that is either 30 locked or physically unable to be moved without equipment. The access shall not 31 go through any existing structures. The access may go through fencing. The 32 Contractor shall control or prevent animals from entering the worksite to the same 33 degree that they were controlled before the fence was removed The Contractor 34 shall prevent persons not involved in the contract work from entering the worksite 35 through the access or through trails and pathways intersected by the access. If the 36 contract documents require that existing trails or pathways be maintained during 37 construction, the Contractor will insure the safe passage of trail or pathway users 38 The Contractor shall effectively control airborne particulates that are generated by 39 use of the access. The location and use of the access shall not adversely affect 40 wetlands or sensitive areas in any manner The Contractor shall be responsible for 41 obtaining all haul road agreements, permits and/or easements associated with the 42 access. The Contractor shall replace any fence, repair any damage and restore the 43 site to its original state when the access is no longer needed. The Contractor shall 44 bear all costs associated with this worksite access. 45 46 1-07.16(2) Vegetation Protection and Restoration 47 The new paragraph below is inserted to follow the third paragraph 48 49 Any pruning activity required to complete the work as specified shall be performed 50 by persons qualified as a Certified Arborist at the direction of the Engineer. 51 1 In the fifth paragraph, "Guide for Plant Appraisal, Eighth Edition" is revised to read 2 "Guide for Plant Appraisal, Current Edition" 3 4 1-07.16(3) Fences, Mailboxes, Incidentals 5 The first sentence in the first paragraph is revised to read 6 7 The Contractor shall maintain any temporary fencing to prevent pedestrians from 8 entering the worksite and to preserve livestock, crops, or property when working 9 through or adjacent to private property. 10 11 1-07.18 Public Liability and Property Damage Insurance 12 This section is revised to read 13 14 The Contractor shall obtain and keep in force the following policies of insurance. 15 The policies shall be with companies or through sources approved by the State 16 Insurance Commissioner pursuant to Chapter 48.05, RCW Unless otherwise 17 indicated below, the policies shall be kept in force from the execution date of the 18 contract until the date of acceptance by the Secretary (Section 1-05 12). 19 20 1. Owners and Contractors Protective Insurance providing bodily injury and 21 property damage liability coverage with limits of $3,000,000 per occurrence and 22 in the aggregate for each policy period, written on Insurance Services Office 23 (ISO) form CG0009 together with Washington State Department of 24 Transportation Amendatory Endorsement No CG 29 08, specifying the State of 25 Washington as a named insured. 26 27 The Contractor may choose to terminate this insurance after the date of 28 Substantial Completion as determined by the Engineer or, should Substantial 29 Completion not be achieved, after the date of Physical Completion as 30 determined by the Engineer. In the event the Contractor elects to terminate this 31 coverage, prior to acceptance of the contract, the Contractor shall first obtain 32 an endorsement to the Commercial General Liability Insurance described 33 below that establishes the Contracting Agency on that policy as an additional 34 insured. 35 36 2. Commercial General Liability Insurance written under ISO Form C00001 or its 37 equivalent with minimum limits of $3,000,000 per occurrence and in the 38 aggregate for each policy period. This protection may be a CGL policy or any 39 combination of primary, umbrella or excess liability coverage affording total 40 liability limits of not less than $3,000,000 Products and completed operations 41 coverage shall be provided for a period of one year following final acceptance 42 of the work. 43 44 3. Commercial Automobile Liability Insurance providing bodily injury and property 45 damage liability coverage for all owned and nonowned vehicles assigned to or 46 used in the performance of the work with a combined single limit of not less 47 than $1,000,000 each occurrence with the State named as an additional 48 insured in connection with the Contractor's Performance of the contract. 49 50 The Owners and Contractors Protective Insurance policy shall not be subject to a 51 deductible or contain provisions for a deductible. The Commercial General Liability 1 policy and the Commercial Automobile Liability Insurance policy may, at the 2 discretion of the Contractor, contain such provisions. If a deductible applies to any 3 claim under these policies, then payment of that deductible will be the responsibility 4 of the Contractor, notwithstanding any claim of liability against the Contracting 5 Agency However in no event shall any provision for a deductible provide for a 6 deductible in excess of $50,000 00 7 8 Prior to contract execution, the Contractor shall file with the Department of 9 Transportation, Contract Payment Section, P.O Box 47420, Olympia, WA 98504- 10 7420, ACORD Form Certificates of Insurance evidencing the minimum insurance 11 coverages required under these specifications. 12 13 All insurance policies and Certificates of Insurance shall include a requirement 14 providing for a minimum of 45 days prior written notice to the Contracting Agency of 15 any cancellation or reduction of coverage All insurance coverage required by this 16 section shall be written and provided by "occurrence-based" policy forms rather than 17 by "claims made" forms 18 19 Failure on the part of the Contractor to maintain the insurance as required shall 20 constitute a material breach of contract upon which the Contracting Agency may, 21 after giving five working days notice to the Contractor to correct the breach, 22 immediately terminate the contract or, at its discretion, procure or renew such 23 insurance and pay any and all premiums in connection therewith, with any sums so 24 expended to be repaid to the Contracting Agency on demand, or at the sole 25 discretion of the Contracting Agency, offset against funds due the Contractor from 26 the Contracting Agency 27 28 AH costs for insurance, including any payments of deductible amounts, shall be 29 considered incidental to and included in the unit contract prices and no additional 30 payment will be made 31 32 1-07.23(1) Construction Under Traffic 33 The first paragraph is supplemented with the following 34 35 The Contractor shall enter interstate highways only through legal movements from 36 existing roads, streets, and through other access points specifically allowed by the 37 contract documents. 38 39 The fourth sentence in the second paragraph is revised to read: 40 41 Deficiencies not caused by the Contractor's operations shall be repaired by the 42 Contractor, when ordered by the Engineer, at the Contracting Agency's expense. 1 SECTION 1-09, MEASUREMENT AND PAYMENT 2 April 5, 2004 3 1-09.6 Force Account 4 On page 1-91, under "For Labor", the fourth and fifth sentences in the second paragraph 5 are deleted 6 7 1-09.7 Mobilization 8 Under the second paragraph, item 3 is revised to read 9 10 When the substantial completion date has been established for the project, payment of 11 any amount bid for mobilization in excess of 10 percent of the total original contract 12 amount will be paid 1 SECTION 1-10, TEMPORARY TRAFFIC CONTROL 2 December 6, 2004 3 Section 1-10 is revised in its entirety to read 4 5 1-10.1 General 6 The Contractor, utilizing contractor labor and contractor -provided equipment and 7 materials (except when such labor, equipment or materials are to be provided by 8 the Contracting Agency as specifically identified herein), shall plan, manage, 9 supervise and perform all temporary traffic control activities needed to support the 1 v work of ti Is contract. tr acJt. 11 12 1-10.1(1) Materials 13 Materials shall meet the requirements of the following sections 14 G i.� Jw'llvwvv I auuico 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 '2F 1 Construction Signs 9-35.2 Wood Sign Posts 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. 1 Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and 2 remove signs; or provide, erect, maintain, and remove other traffic control devices 3 when ordered to do so by the Engineer, the Contracting Agency may, without further 4 notice to the Contractor or the Surety, perform any of the above and deduct all of 5 the costs from the Contractor's payments 6 7 The Contractor shall be responsible for providing adequate labor, sufficient signs, 8 and other traffic control devices, and for performing traffic control procedures 9 needed for the protection of the work and the public at all times regardless of 10 whether or not the labor, devices or procedures have been ordered by the Engineer, 11 furnished by the Contracting Agency, or paid for by the Contracting Agency. 12 13 Wherever possible when performing contract work, the Contractor's equipment shall 14 follow normal and legal traffic movements. The Contractor's ingress and egress of 15 the work area shall be accomplished with as little disruption to traffic as possible 16 Traffic control devices shall be removed by picking up the devices in a reverse 17 sequence to that used for installation. This may require moving backwards through 18 the workzone. When located behind barrier or at other locations shown on 19 approved traffic control plans, equipment may operate in a direction opposite to 20 adjacent traffic. 21 22 The Contractor is advised that the Contracting Agency may have entered into 23 operating agreements with one or more law enforcement organizations for 24 cooperative activities Under such agreements, at the sole discretion of the 25 Contracting Agency, law enforcement personnel may enter the workzone for 26 enforcement purposes and may participate in the Contractor's traffic control 27 activities. The responsibility under the contract for all traffic control resides with the 28 Contractor and any such participation by law enforcement personnel in Contractor 29 traffic control activities will be referenced in the Special Provisions or will be 30 preceded by an agreement and, if appropriate, a cost adjustment. Nothing in this 31 contract is intended to create an entitlement, on the part of the Contractor, to the 32 services or participation of the law enforcement organization 33 34 1-10.2 Traffic Control Management 35 36 1-10.2(1) General 37 It is the Contractor's responsibility to plan, conduct and safely perform the work. 38 The Contractor shall manage temporary traffic control with his or her own staff. 39 Traffic control management responsibilities shall be formally assigned to one or 40 more company supervisors who are actively involved in the planning and 41 management of field contract activities. The Contractor shall provide the Engineer 42 with a copy of the formal assignment. The duties of traffic control management may 43 not be subcontracted. 44 45 The Contractor shall designate an individual or individuals to perform the duties of 46 the primary Traffic Control Supervisor (TCS). The designation shall also identify an 47 alternate TCS who can assume the duties of the primary TCS in the event of that 48 person's inability to perform The TCS shall be responsible for safe implementation 49 of approved Traffic Control Plans provided by the Contractor. 50 1 The designated individuals shall be certified as worksite traffic control supervisors 2 by one of the organizations listed in the Special Provisions Possession of a current 3 flagging card by the TCS is mandatory. A traffic control management assignment 4 and a TCS designation are required on all projects that will utilize traffic control. 5 6 The Contractor shall maintain 24-hour telephone numbers at which the Contractor's 7 assigned traffic control management personnel and the TCS can be contacted and 8 be available upon the Engineer's request at other than normal working hours. 9 These persons shall have the resources, ability and authority to expeditiously 10 correct any deficiency in the traffic control system. 11 12 1-10.2(1)A Traffic Control Management 13 The responsibilities of the Contractor's traffic control management personnel shall 14 include. 15 16 1. Overseeing and approving the actions of the Traffic Control Supervisor 17 (TCS) to ensure that proper safety and traffic control measures are 18 implemented and consistent with the specific requirements created by the 19 Contractor's workzones and the Contract. Some form of oversight shall be 20 in place and effective even when the traffic control management personnel 21 are not present at the jobsite 22 23 2. Providing the Contractor's designated TCS with approved Traffic Control 24 Plans (TCPs) which are compatible with the work operations and traffic 25 control for which they will be implemented. Having the latest adopted 26 edition of the Manual On Uniform Traffic Control Devices for Streets and 27 Highways (MUTCD,) including the Washington State Modifications to the 28 MUTCD and applicable standards and specifications available at all times 29 on the project. 30 31 3. Discussing proposed traffic control measures and coordinating 32 implementation of the Contractor-adopted traffic control plan(s) with the 33 Engineer. 34 35 4 Coordinating all traffic control operations, including those of subcontractors 36 and suppliers, with each other and with any adjacent construction or 37 maintenance operations. 38 39 5. Coordinating the project's activities (such as ramp closures, road closures, 40 and lane closures) with appropriate police, fire control agencies, city or 41 county engineering, medical emergency agencies, school districts, and 42 transit companies 43 44 6 Overseeing all requirements of the contract that contribute to the 45 convenience, safety, and orderly movement of vehicular and pedestrian 46 traffic. 47 48 7 Reviewing the TCS's diaries daily and being aware of field traffic control 49 operations. 50 1 8. Being present on-site a sufficient amount of time to adequately satisfy the 2 above-listed responsibilities 3 4 Failure to carry out any of the above-listed responsibilities shall be a failure to 5 comply with the contract and may result in a suspension of work as described in 6 Section 1-08.6. 7 8 1-10.2(1)B Traffic Control Supervisor 9 A Traffic Control Supervisor (TCS) shall be present on the project whenever 10 flagging or spotting or other traffic control labor is being utilized or less frequently, 11 as authorized by the Engineer 12 13 The TCS shall personally perform all the duties of the TCS. During nonwork 14 periods, the TCS shall be available to the job site within a 45-minute time period 15 after notification by the Engineer 16 17 The TCS's duties shall include: 18 19 1. Having a current set of approved traffic control plans (TCPs), applicable 20 contract provisions as provided by the Contractor, the latest adopted 21 edition of the MUTCD, including the Washington State Modifications to the 22 MUTCD, the book Quality Guidelines for Work Zone Traffic Control 23 Devices, and applicable standards and specifications. 24 25 2. Inspecting traffic control devices and nighttime lighting for proper location, 26 installation, message, cleanliness, and effect on the traveling public 27 Traffic control devices shall be inspected at least once per hour during 28 working hours except that Class A signs and nighttime lighting need to be 29 checked only once a week. Traffic control devices left in place for 24 30 hours or more shall also be inspected once during the nonworking hours 31 when they are initially set up (during daylight or darkness, whichever is 32 opposite of the working hours) The TCS shall correct, or arrange to have 33 corrected, any deficiencies noted during these inspections. 34 35 3. Preparing a daily traffic control diary on each day that traffic control is 36 performed using DOT Forms 421-040A and 421-040B, and submitting 37 them to the Engineer no later than the end of the next working day. The 38 Contractor may use alternate forms if approved by the Engineer. Diary 39 entries shall include, but not be limited to. 40 41 a. Time of day when signs and traffic control devices are installed 42 and removed, 43 b Location and condition of signs and traffic control devices, 44 c. Revisions to the traffic control plan, 45 d Lighting utilized at night, and 46 e. Observations of traffic conditions 47 48 4. Making minor revisions to the traffic control plan to accommodate site 49 conditions provided that the original intent of the traffic control plan is 50 maintained and the revision has the concurrence of both the Contractor 51 and the Engineer. 1 2 5 Attending traffic control coordinating meetings or coordination activities as 3 necessary for full understanding and effective performance 4 5 6 Ensuring that all needed traffic control devices and equipment are 6 available and in good working condition prior to the need to install or utilize 7 them. 8 9 The TCS may perform the work described in Section 1-10 3(1)A Flaggers and 10 Spotters or in Section 1-10.3(1)B Other Traffic Control Labor provided that the 11 duties of the TCS are accomplished 12 13 1-10.2(2) Traffic Control Plans 14 The traffic control pian or pians appearing in the contract documents show a 15 method of handling traffic. All construction signs, flaggers, spotters and other traffic 16 control devices are shown on the traffic control plan(s) except for emergency 17 situations Where mainline contract traffic control plans are developed with the 18 intent of operating without the use of flaggers or spotters, the plans shall contain a 19 note that states, "NO FLAGGERS OR SPOTTERS" The use of flaggers or spotters 20 to supplement these traffic control plans will not be allowed except in a case where 21 no other means of traffic control can be used or in the event of an emergency If the 22 Contractor proposes the use of flaggers or spotters with one of these plans, this will 23 constitute a modification requiring approval by the Engineer. The modified plans 24 shall show locations for all the required advance warning signs and a safe, 25 protected location for the flagging station If flagging is to be performed during 26 hours of darkness, the plan shall include appropriate illumination for the flagging 27 station 28 29 When the Contractor's chosen method of performing the work in the contract 30 requires some form of temporary traffic control, the Contractor shall either: (1.) 31 designate and adopt, in writing, the traffic control plan or plans from the contract 32 documents that support that method; or (2.) submit a Contractor's plan that 33 modifies, supplements or replaces a plan from the contract documents. Any 34 Contractor -proposed modification, supplement or replacement shall show the 35 necessary construction signs, flaggers, spotters and other traffic control devices 36 required to support the work. Any Contractor -proposed traffic control plan shall 37 conform to the established standards for plan development as shown in the 38 MUTCD, Part VI. The Contractor's submittal, either designating and adopting a 39 traffic control plan from the contract documents or proposing a Contractor - 40 developed plan, shall be provided to the Engineer for approval at least ten calendar 41 days in advance of the time the signs and other traffic control devices are scheduled 42 to be installed and utilized. The Contractor shall be solely responsible for 43 submitting any proposed traffic control plan or modification, obtaining the Engineer's 44 approval and providing copies of the approved Traffic Control Plans to the Traffic 45 Control Supervisor 46 47 1-10.2(3) Conformance to Established Standards 48 Flagging, signs, and all other traffic control devices and procedures furnished or 49 provided shall conform to the standards established in the latest WSDOT adopted 50 edition of the Manual On Uniform Traffic Control Devices for Streets and Highways 51 (MUTCD,) published by the U.S Department of Transportation and the Washington 1 State Modifications to the MUTCD. Judgment of the quality of devices furnished will 2 be based upon Quality Guidelines for Work Zone Traffic Control Devices, published 3 by the American Traffic Safety Services Association. Copies of the MUTCD and 4 Quality Guidelines for Work Zone Traffic Control Devices may be purchased from 5 the American Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, 6 Fredericksburg, Virginia 22406-1022. The Washington State Modifications to the 7 MUTCD may be obtained from the Department of Transportation, Olympia, 8 Washington 98504 9 10 In addition to the standards of the MUTCD described above, the Contracting 11 Agency has scheduled the implementation of crashworthiness requirements for 12 most workzone devices. The National Cooperative Highway Research Project 13 (NCHRP) Report 350 has established requirements for crash testing Workzone 14 devices are divided into four categories Each of those categories and, where 15 applicable, the schedule for implementation is described below: 16 17 Category 1 includes those items that are small and lightweight, channelizing, and 18 delineating devices that have been in common use for many years and are known 19 to be crashworthy by crash testing of similar devices or years of demonstrable safe 20 performance. These include cones, tubular markers, flexible delineator posts, and 21 plastic drums. All Category 1 devices used on the project shall meet the 22 requirements of NCHRP 350 as certified by the manufacturer of the device. 23 24 Category 2 includes devices that are not expected to produce significant vehicular 25 velocity change, but may otherwise be hazardous. Examples of this class are 26 barricades, portable sign supports and signs, intrusion alarms and vertical panels. 27 All new Category 2 devices purchased after October 1, 2000 shall meet the 28 requirements of NCHRP 350. Existing equipment, purchased prior to October 1, 29 2000, may be used on the project until December 31, 2007. For the purpose of 30 definition, a sign support and sign shall be considered a single unit. A new sign may 31 be purchased for an existing sign support and the entire unit will be defined as 32 "existing equipment." 33 34 Category 3 is for hardware expected to cause significant velocity changes or other 35 potentially harmful reactions to impacting vehicles. Barriers, fixed sign supports, 36 crash cushions, truck mounted attenuators (TMA's) and other work zone devices 37 not meeting the definitions of Category 1 or 2 are examples from this category. 38 Many Category 3 devices are defined in the design of the project. Where this is the 39 case, NCHRP 350 requirements have been incorporated into the design and the 40 Contractor complies with the requirements by constructing devices according to the 41 plans and specifications. Where the device is a product chosen by the Contractor, 42 the device chosen must be compliant with the requirements of NCHRP 350. 43 44 Category 4 includes portable or trailer -mounted devices such as arrow displays, 45 temporary traffic signals, area lighting supports, and portable changeable message 46 signs. There is presently no implementation schedule for mandatory 47 crashworthiness compliance for these devices. 48 49 The condition of signs and traffic control devices shall be acceptable or marginal as 50 defined in the book Quality Guidelines for Work Zone Traffic Control Devices, and 51 will be accepted based on a visual inspection by the Engineer. The Engineer's 1 decision on the condition of a sign or traffic control device shall be final. A sign or 2 traffic control device determined to be unacceptable shall be removed from the 3 project and replaced within 12 hours of notification. 4 5 1-10.3 Traffic Control Labor, Procedures and Devices 6 7 1-10.3(1) Traffic Control Labor 8 The Contractor shall furnish all personnel for flagging, spotting, for the execution of 9 all procedures related to temporary traffic control and for the setup, maintenance 10 and removal of all temporary traffic control devices and construction signs 11 necessary to control traffic during construction operations necessary 12 13 Workers engaged as flaggers or spotters shall wear reflective vests and hard hats 14 During hours of darkness, white coveralls or white or yellow rain gear shall also be 15 worn The vests and other apparel shall be in conformance with Section 1-07.8. 1F 17 1-10.3(1)A Flaggers and Spotters 18 Flaggers and Spotters shall be posted where shown on approved Traffic Control 19 Plans or where directed by the Engineer. All flaggers and spotters shall possess a 20 current flagging card issued by the State of Washington, Oregon, Montana, or 21 Idaho. The flagging card shall be immediately available and shown to the 22 Contracting Agency upon request. 23 24 Flagging stations shall be shown on Traffic Control Plans at locations where 25 construction operations require stopping or diverting public traffic. Flagging stations 26 shall be staffed only when flagging is required. This staffing may be continuous or 27 intermittent, depending on the nature of the construction activity. Whenever a 28 flagger is not required to stop or divert traffic, the flagger shall move away from the 29 flagging station to a safer location. During hours of darkness, flagging stations shall 30 be illuminated in a manner that insures that flaggers can easily be seen but that 31 does not cause glare to the traveling public. Flaggers shall be equipped with 32 portable two-way radios, with a range suitable for the project. The radios shall be 33 capable of having direct contact with project management (foremen, 34 superintendents, etc.). 35 36 The Contractor shall furnish the MUTCD standard Stop/Slow paddles for all flagging 37 operations The specification for Stop/Slow paddles in Section 9-35.1 requires 24" 38 paddles and all new paddles purchased for the project shall conform to those 39 provisions. Previously specified 18" paddles may be used at the request of the 40 Contractor until December 31, 2005. 41 42 Spotting stations shall be shown on Traffic Control Plans at locations where a 43 spotter can detect errant drivers or other hazards and provide an effective warning 44 to other workers Spotting stations will not be allowed at locations where the spotter 45 will be in unnecessary danger The Contractor shall furnish noise-makers or other 46 effective warning devices for spotting operations. The duties of a spotter shall not 47 include flagging. 48 1 1-10.3(1)B Other Traffic Control Labor 2 In addition to flagging or spotting duties, the Contractor shall provide personnel for 3 all other traffic control procedures required by the construction operations and for 4 the labor to install, maintain and remove any traffic control devices shown on Traffic 5 Control Plans. 6 7 1-10.3(2) Traffic Control Procedures 8 9 1-10.3(2)A One-Way Traffic Control 10 The project work may require that traffic be maintained on a portion of the roadway 11 during the progress of the work using one-way traffic control. If this is the case, the 12 Contractor's operation shall be confined to one-half the roadway, permitting traffic 13 on the other half. If shown on an approved traffic control plan or directed by the 14 Engineer, one-way traffic control, in accordance with the MUTCD, shall be provided 15 and shall also conform to the following requirements 16 17 In any one-way traffic control configuration, side roads and approaches will be 18 closed or controlled by a flagger or by appropriate approved signing. A side road 19 flagger will coordinate with end flaggers where there is line of sight and with the pilot 20 car where the end flaggers cannot be seen. 21 22 Queues of vehicles will be allowed to take turns passing through the workzone in 23 the single open lane. When one-way traffic control is in effect, Contractor vehicles 24 shall not use the open traffic lane except while following the same rules and routes 25 required of the public traffic 26 27 As conditions permit, the Contractor shall, at the end of each day, leave the work 28 area in such condition that it can be traveled without damage to the work, without 29 danger to traffic, and without one-way traffic control If, in the opinion of the 30 Engineer, one-way traffic control cannot be dispensed with after working hours, then 31 the operation will be continued throughout the non-working hours 32 33 1-10.3(2)B Rolling Slowdown 34 For work operations on multi-lane roadways that necessitate short-term roadway 35 closures of 15 minutes or less, the Contractor may implement a rolling slowdown. 36 Where included in an approved traffic control plan, a rolling slowdown shall be 37 accomplished using one traffic control vehicle with flashing amber lights for each 38 lane to be slowed down plus one control vehicle to serve as a chase vehicle for 39 traffic ahead of the blockade. The traffic control vehicles shall enter the roadway 40 and form a moving blockade to reduce traffic speeds and create a clear area in front 41 of the moving blockade to accomplish the work without a total stoppage of traffic. 42 43 A portable changeable message sign shall be placed ahead of the starting point of 44 the traffic control to warn traffic of the slowdown. The sign shall be placed far 45 enough ahead of the work to avoid any expected backup of vehicles. 46 47 The location where the traffic control vehicles shall begin the slowdown and the 48 speed at which the moving blockade will be allowed to travel will be calculated to 49 accommodate the estimated time needed for closure The chase control vehicle 50 shall follow the slowest vehicle ahead of the blockade. When the chase vehicle 1 passes, the Contractor may begin the work operation. In the event that the work 2 operation is not completed when the moving blockade reaches the site, all work 3 except that necessary to clear the roadway shall cease immediately and the 4 roadway shall be cleared and reopened as soon as possible. 5 6 All ramps and entrances to the roadway between the moving blockade and work 7 operation shall be temporarily closed using flaggers. Radio communications 8 between the work operation and the moving blockade shall be established and 9 utilized to adjust the speed of the blockade to accommodate the closure time 10 needed. 11 12 1-10.3(2)C Lane Closure Setup/Takedown 13 Where allowed by the contract and where shown on approved traffic control plans 14 or directed by the Engineer, the Contractor shall set up traffic control measures to 15 close one or more lanes of a multi -lane facility When this is to occur, the following 16 sequence shall be followed: 17 18 1 Advance warning signs are set up on the shoulder of the roadway opposite 19 the lane to be closed, 20 21 2. Advance warning signs are set up on the same shoulder as the lane to be 22 closed, 23 24 3 A truck -mounted attenuator, with arrow board, is moved into place at the 25 beginning of the closure taper, 26 27 4. Channelization devices are placed to mark the taper and the length of the 28 closure as shown on the traffic control plan. 29 30 Once the lane is closed, the TMA/arrow board combination may be 31 replaced with an arrow board without attenuator. 32 33 If additional lanes are to be closed, this shall be done in sequence with previous 34 lane closures using the same sequence of activities A truck -mounted attenuator 35 with arrow board is required during the process of closing each additional lane and 36 may be replaced with an arrow board without attenuator after the lane is closed. 37 Each closed lane shall be marked with a separate arrow board at all times. 38 39 Traffic control for lane closures shall be removed in the reverse order of its 40 installation. 41 42 1-10.3(2)D Mobile Operations 43 Where construction operations are such that movement along the length of a 44 roadway is continuous or near -continuous to the extent that a stationary traffic 45 control layout will not be effective, the Contractor shall implement a moving, or 46 mobile, traffic control scheme Such moving control shall always be conducted in 47 the same direction as the adjacent traffic. 48 49 Where shown on an approved traffic control plan or where directed by the Engineer, 50 mobile traffic control shall consist of portable equipment, moving with the operation. 51 A portable changeable message sign shall be established in advance of the 1 operation, far enough back to provide warning of both the operation and of any 2 queue of traffic that has formed during the operation The advance sign shall be 3 continuously moved to stay near the back of the queue at all times. A truck - 4 mounted attenuator, with arrow board, shall be positioned and maintained at a fixed 5 distance upstream of the work. A shadow vehicle, with truck -mounted attenuator 6 shall be positioned and maintained immediately upstream of the work. 7 8 1-10.3(2)E Patrol & Maintain Traffic Control Measures 9 At all times, when temporary traffic control measures are in place, the Contractor 10 shall provide for patrolling and maintaining these measures. The work shall consist 11 of resetting mislocated devices, assuring visibility of all devices, cleaning and 12 repairing where necessary, providing maintenance for all equipment, including 13 replacing batteries and light bulbs as well as keeping motorized and electronic items 14 functioning, and adjusting the location of devices to respond to actual conditions, 15 such as queue length, unanticipated traffic conflicts and other areas where planned 16 traffic control has proven ineffective 17 18 This work shall be performed by the Contractor, either by or under the direction of 19 the Traffic Control Supervisor. Personnel, with vehicles if necessary, shall be 20 dispatched so that all traffic control can be reviewed at least once per hour during 21 working hours and at least once during each non -working day 22 23 1-10.3(3) Traffic Control Devices 24 25 1-10.3(3)A Construction Signs 26 All construction signs required by approved traffic control plans, as well as any other 27 appropriate signs directed by the Engineer shall be furnished by the Contractor 28 The Contractor shall provide the posts or supports and erect and maintain the signs 29 in a clean, neat, and presentable condition until the need for them has ended Post 30 mounted signs shall be installed as shown in Standard Plans G-1 and G -4a. Sign 31 attachment to posts shall conform to the applicable detail shown in Standard Plan 32 G -9b. When the need for construction signs has ended, the Contractor, upon 33 approval of the Engineer, shall remove all signs, posts, and supports from the 34 project and they shall remain the property of the Contractor. 35 36 No passing zones on the existing roadway that are marked with paint striping and 37 which striping is to be obliterated by construction operations shall be replaced by 38 "Do Not Pass" and "Pass With Care" signs. The Contractor shall provide and install 39 the posts and signs. The signs shall be maintained by the Contractor until they are 40 removed or until the contract is physically completed. When the project includes 41 striping by the Contractor, the signs and posts shall be removed by the Contractor 42 when the no passing zones are reestablished by striping. The signs and posts will 43 become the property of the Contractor. When the Contractor is not responsible for 44 striping and when the striping by others is not completed when the project is 45 physically completed, the posts and signs shall be left in place and shall become 46 the property of the Contracting Agency. 47 48 All existing signs, new permanent signs installed under this contract, and 49 construction signs installed under this contract that are inappropriate for the traffic 50 configuration at a given time shall be removed or completely covered with metal, 1 plywood, or an Engineer approved product specifically manufactured for sign 2 covering during periods when they are not needed. 3 4 Construction signs will be divided into two classes Class A construction signs are 5 those signs that remain in service throughout the construction or during a major 6 phase of the work. They are mounted on posts, existing fixed structures, or 7 substantial supports of a semipermanent nature. Class A signs will be designated 8 as such on the approved Traffic Control Pian. "Do Not Pass" and "Pass With Care" 9 signs are classified as Class A construction signs Sign and support installation for 10 Class A signs shall be in accordance with the Contract Plans or the Standard Plans. 11 Class B construction signs are those signs that are placed and removed daily, or 12 are used for short durations which may extend for one or more days. They are 13 mounted on portable or temporary mountings. 14 15 Where it is necessary to add weight to signs for stability, the only allowed method 16 will be a bag of sand that will rupture on impact. The bag of sand shall have a 17 maximum weight of 40 pounds, and shall be suspended no more than 1 foot from 18 the ground. 19 20 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the 21 Engineer deems to be unacceptable while their use is required on the project shall 22 be replaced by the Contractor. 23 24 1-10.3(3)B Sequential Arrow Signs 25 Where shown on an approved traffic control plan or where ordered by the Engineer, 26 the Contractor shall provide, operate and maintain sequential arrow signs. In some 27 locations, the sign will be shown as a unit with an attenuator. In other locations, the 28 plan will indicate a stand-alone unit. 29 30 1-10.3(3)C Portable Changeable Message Sign 31 Where shown on an approved traffic control plan or where ordered by the Engineer, 32 the Contractor shall provide, operate and maintain portable changeable message 33 signs. These signs shall be available, on-site, for the entire duration of their 34 projected use 35 36 1-10.3(3)D Barricades 37 Where shown on an approved traffic control plan or where ordered by the Engineer, 38 the Contractor shall provide, install and maintain barricades. Barricades shall be 39 kept in good repair and shall be removed immediately when, in the opinion of the 40 Engineer, they are no longer functioning as designed. 41 42 Where it is necessary to add weight to barricades for stability, the only allowed 43 method will be a bag of sand that will rupture on impact. The bag of sand shall 44 have a maximum weight of 40 pounds, and shall be suspended no more than 1 foot 45 from the ground 46 47 1-10.3(3)E Traffic Safety Drums 48 Where shown on an approved Traffic Control Plan, or where ordered by the 49 Engineer, the Contractor shall provide, install and maintain traffic safety drums. 50 1 Used drums may be utilized, provided all drums used on the project are of 2 essentially the same configuration. 3 4 The drums shall be designed to resist overturning by means of a weighted lower 5 unit that will separate from the drum when impacted by a vehicle. 6 7 Drums shall be regularly maintained to ensure that they are clean and that the drum 8 and reflective material are in good condition If the Engineer determines that a 9 drum has been damaged beyond usefulness, or provides inadequate reflectivity, a 10 replacement drum shall be furnished. 11 12 When the Engineer determines that the drums are no longer required, they shall be 13 removed from the project and shall remain the property of the Contractor. 14 15 1-10.3(3)F Barrier Drums 16 Where shown on approved Traffic Control Plans and as ordered by the Engineer, 17 barrier drums shall be placed on temporary concrete barrier at the following 18 approximate spacing: 19 20 Concrete Barrier Barrier Drum 21 Placement Spacing in Feet 1 22 Tangents 1/2 mile or less 2 times posted speed limit 23 Tangents greater than 1/2 mile1 4 times posted speed limit z 24 Tapers and Curves posted speed limit 25 26 Note 1 A minimum of 3 barrier drums shall be used. 27 Note 2 A minimum of 5 barrier drums shall be used 28 29 Temporary concrete barrier reflectors may be excluded when using barrier drums 30 31 Both legs of the barrier drums shall be completely filled with sand The top oval 32 should not be filled. 33 34 Used barrier drums may be used, provided all barrier drums used on the project are 35 of essentially the same configuration 36 37 Barrier drums shall be regularly maintained to ensure that they are clean and that 38 the barrier drum and reflective material are in good condition. If the Engineer 39 determines that a barrier drum has been damaged beyond usefulness, or provides 40 inadequate reflectivity, a replacement barrier drum shall be furnished 41 42 When the Engineer determines that the drums are no longer required, they shall be 43 removed from the project and shall remain the property of the Contractor. 44 45 1-10.3(3)G Traffic Cones 46 Where shown on an approved traffic control plan or where ordered by the Engineer, 47 the Contractor shall provide, install and maintain traffic cones. Cones shall be kept 48 in good repair and shall be removed immediately when directed by the Engineer 49 Where wind or moving traffic frequently displace cones, an effective method of 1 stabilizing cones, such as stacking two together at each location, shall be 2 employed. 3 4 1-10.3(3)H Tubular Markers 5 Where shown on an approved traffic control plan or where ordered by the Engineer, 6 the Contractor shall provide, install and maintain tubular markers. Tubular markers 7 shall be kept in good repair and shall be removed immediately when directed by the 8 Engineer. Tubular markers are secondary devices and are not to be used as 9 substitutes for cones or other delineation devices without an approved traffic control 10 plan. 11 12 Where the Traffic Control Plan shows pavement -mounted tubular markers, the 13 adhesive used to fasten the base to the pavement shall be suitable for the purpose, 14 as approved by the Engineer. During the removal of pavement -mounted tubular 15 markers, care shall be taken to avoid damage to the existing pavement. Any such 16 damage shall be repaired by the Contractor at no cost to the Contracting Agency. 17 18 1-10.3(3)! Warning Lights and Flashers 19 Where shown attached to traffic control devices on an approved traffic control plan 20 or where ordered by the Engineer, the Contractor shall provide and maintain 21 flashing warning lights. Lights attached to advance warning signs shall be Type 8, 22 high-intensity. Lights attached to traffic safety drums, barricades or other signs 23 shall be Type C, steady -burning low intensity or, where attention is to be directed to 24 a specific device, Type A, flashing low -intensity units 25 26 1-10.3(3)J Truck -Mounted Attenuator 27 Where shown on an approved traffic control plan or where ordered by the Engineer, 28 the Contractor shall provide, operate and maintain truck -mounted impact 29 attenuators (TMA). These attenuators shall be available, on-site, for the entire 30 duration of their projected use 31 32 The TMA shall be positioned to separate and protect construction workzone 33 activities from normal traffic flow. 34 35 During use, the attenuator shall be in the full down -and -locked position For 36 stationary operations, the truck's parking brake shall be set. 37 38 1-10.4 Measurement 39 40 1-10.4(1) Lump Sum Bid for Project (No Unit Items) 41 When the bid proposal contains the item "Project Temporary Traffic Control", there 42 will be no measurement of unit items for work defined by Section 1-10 except as 43 described in Section 1-10 4(3). Also, except as described in Section 1-10.4(3), all 44 of Sections 1-10.4(2) and 1-10 5(2) is deleted. 45 46 No specific unit of measurement will apply to the lump sum item of "Project 47 Temporary Traffic Control." 48 1 1-10.4(2) Item Bids with Lump Sum for incidentals 2 When the bid proposal does not contain the item "Project Temporary Traffic 3 Control", Sections 1-10.4(1) and 1-10 5(1) are deleted and the bid proposal will 4 contain some or all of the following items, measured as noted. 5 6 No specific unit of measurement will apply to the lump sum item of "Traffic Control 7 Supervisor " 8 9 "Flaggers and Spotters" will be measured by the hour. Hours will be measured for 10 each flagging or spotting station, shown on an approved Traffic Control Plan, when 11 that station is staffed in accordance with Section 1-10 3(1)A. When a flagging 12 station is staffed on an intermittent basis, no deduction will be made in measured 13 hours provided that the person staffing the station is in a standby mode and is not 14 performing other duties. 15 16 "Other Traffic Control Labor" will be measured by the hour. With the exception of 17 patrolling and maintaining, hours will be measured for each person engaged in any 18 one of the following activities 19 20 • Operating a pilot vehicle during one-way piloted traffic control 21 22 • Operating a traffic control vehicle or a chase vehicle during a rolling 23 slowdown operation 24 25 • Operating a vehicle or placing/removing traffic control devices during the 26 setup or takedown of a lane closure. Performing preliminary work to 27 prepare for placing and removing these devices 28 29 • Operating any of the moving traffic control equipment, or adjusting signing 30 during a mobile operation as described in Section 1-10 3(2)D 31 32 • Patrolling and maintaining traffic control measures as described in Section 33 1-10 3(2)E. The hours of one person will be measured for each patrol 34 route necessary to accomplish the review frequency required by the 35 provision, regardless of the actual number of persons per route. 36 37 • Placing and removing Class B construction signs. Performing preliminary 38 work to prepare for placing and removing these signs 39 40 • Relocation of Portable Changeable Message Signs within the project 41 limits. 42 43 • Installing and removing Barricades, Traffic Safety Drums, Barrier Drums, 44 Cones, Tubular Markers and Warning Lights and Flashers to carry out 45 approved Traffic Control Plan(s). Performing preliminary work to prepare 46 for installing these devices 47 48 Time spent on activities other than those listed will not be measured under this 49 item 50 1 "Construction Signs, Class A" will be measured by the square foot of panel area for 2 each sign designated on an approved Traffic Control Plan as Class A or for each 3 construction sign installed as ordered by the Engineer and designated as Class A at 4 the time of the order Class A signs may be used in more than one location and will 5 be measured for each new installation Class B construction signs will not be 6 measured. Sign posts or supports will not be measured. 7 8 "Sequential Arrow Sign" will be measured by the hour for the time that each sign is 9 operating as shown on an approved Traffic Control Plan or as directed by the 10 Engineer 11 12 "Portable Changeable Message Sign" will be measured per each one time only for 13 each portable changeable message sign used on the project. The final pay quantity 14 shall be the maximum number of such signs in place at any one time as approved 15 by the Engineer. 16 17 "Operation of Portable Changeable Message Sign" will be measured by the hour for 18 each hour of operation The hours of operation will be determined by the Engineer. 19 Hours of operation in excess of those determined by the Engineer will be at the 20 Contractor's expense 21 22 "Truck Mounted Impact Attenuator" will be measured per each one time only for 23 each truck with mounted impact attenuator used on the project. The final pay 24 quantity shall be the maximum number of truck -mounted impact attenuators in place 25 at any one time. 26 27 "Operation of Truck -Mounted Impact Attenuator" will be measured by the hour for 28 each truck -mounted attenuator manned and operated. Manned and operated shall 29 be when the truck -mounted impact attenuator has an operator and is required to 30 move, in operating position, with the construction operation or when moving the 31 TMA from one position to another on the project. 32 33 No specific unit of measurement will apply to the force account item of "Repair 34 Truck -Mounted Impact Attenuator". 35 36 No specific unit of measurement will apply to the lump sum item of "Other 37 Temporary Traffic Control" 38 39 1-10.4(3) Reinstating Unit Items with Lump Sum Traffic Control 40 The contract provisions may establish the project as lump sum, in accordance with 41 Section 1-10 4(1) and also include one or more of the items included above in 42 Section 1-10.4(2). When that occurs, the corresponding measurement provision in 43 Section 1-10.4(2) is not deleted and the work under that item will be measured as 44 specified 45 46 1-10.4(4) Owner -Provided Resources 47 The contract provisions may call for specific items of labor, materials or equipment, 48 noted in Section 1-10 as the responsibility of the Contractor, to be supplied by the 49 Contracting Agency When this occurs, there will be no adjustment in measurement 50 of unit quantities 51 1 1-10.5 Payment 2 3 1-10.5(1) Lump Sum Bid for Project (No Unit Items) 4 "Project Temporary Traffic Control", lump sum 5 The lump sum contract payment shall be full compensation for all costs incurred by 6 the Contractor in performing the contract work defined in Section 1-10, except for 7 costs compensated by bid proposal items inserted through contract provisions as 8 described in Section 1-10.4(3). 9 10 1-10.5(2) Item Bids with Lump Sum for Incidentals 11 "Traffic Control Supervisor", lump sum 12 The lump sum contract payment shall be full compensation for all costs incurred by 13 the Contractor in performing the contract work defined in Section 1-10.2(1)B. 14 15 "Flaggers and Spotters", per hour 16 The unit contract price, when applied to the number of units measured for this item 17 in accordance with Section 1-10.4(2), shall be full compensation for all costs 18 incurred by the Contractor in performing the contract work defined in Section 1- 19 10.3(1)A. 20 21 "Other Traffic Control Labor", per hour. 22 The unit contract price, when applied to the number of units measured for this item 23 in accordance with Section 1-10.4(2), shall be full compensation for all labor costs 24 incurred by the Contractor in performing the contract work specifically mentioned for 25 this item in Section 1-10.4(2). 26 27 "Construction Signs Class A", per square foot. 28 The unit contract price, when applied to the number of units measured for this item 29 in accordance with Section 1-10 4(2), shall be full compensation for all costs of 30 labor, materials and equipment incurred by the Contractor in performing the contract 31 work described in Section 1-10.3(3)A. In the event that "Do Not Pass" and "Pass 32 With Care" signs must be left in place, a change order, as described in Section 1- 33 04.4, will be required 34 35 "Sequential Arrow Sign", per hour. 36 The unit contract price, when applied to the number of units measured for this item 37 in accordance with Section 1-10 4(2), shall be full compensation for all costs of 38 labor, materials and equipment incurred by the Contractor in performing the contract 39 work described in Section 1-10.3(3)B. 40 41 "Portable Changeable Message Sign", per each. 42 The unit contract price, when applied to the number of units measured for this item 43 in accordance with Section 1-10.4(2), shall be full compensation for all costs of 44 labor, materials and equipment incurred by the Contractor in procuring all portable 45 changeable message signs required for the project and for transporting these signs 46 to and from the project. 47 48 "Operation of Portable Changeable Message Sign", per hour. 49 The unit contract price, when applied to the number of units measured for this item 50 in accordance with Section 1-10.4(2), shall be full compensation for all costs of 51 labor, materials and equipment incurred by the Contractor in performing the contract 1 work described in Section 1-10.3(3)C except for costs compensated separately 2 under the items "Other Traffic Control Labor" and "Portable Changeable Message 3 Sign" 4 5 "Truck -Mounted Impact Attenuator", per each. 6 The unit contract price, when applied to the number of units measured for this item 7 in accordance with Section 1-10.4(2), shall be full compensation for all costs of 8 labor, materials and equipment incurred by the Contractor in performing the contract 9 work described in Section 1-10.3(3)J except for costs compensated separately 10 under the items "Operation of Truck -Mounted Impact Attenuator" and "Repair Truck - 11 Mounted Impact Attenuator". 12 13 "Operation of Truck -Mounted Impact Attenuator", per hour. 14 The unit contract price, when applied to the number of units measured for this item 15 in accordance with Section 1-10 4(2), shall be full compensation for all costs of 16 labor. materials and equipment incurred by the Contractor in operating truck - 17 mounted impact attenuators on the project. 18 19 "Repair Truck -Mounted Impact Attenuator", by force account. 20 All costs of repairing or replacing truck -mounted impact attenuators that are 21 damaged by the motoring public while in use as shown on an approved Traffic 22 Control Plan will be paid for by force account as specified in Section 1-09.6. To 23 provide a common proposal for all bidders, the Contracting Agency has estimated 24 the amount of force account for "Repair Truck -Mounted Impact Attenuator" and has 25 entered the amount in the Proposal to become a part of the total bid by the 26 Contractor Truck -mounted attenuators damaged due to the Contractor's operation 27 or damaged in any manner when not in use shall be repaired or replaced by the 28 Contractor at no expense to the Contracting Agency 29 30 "Other Temporary Traffic Control", lump sum. 31 The lump sum contract payment shall be full compensation for all costs incurred by 32 the Contractor in performing the contract work defined in Section 1-10, and which 33 costs are not compensated by one of the above -listed items 34 35 1-10.5(3) Reinstating Unit Items with Lump Sum Traffic Control 36 The contract provisions may establish the project as lump sum, in accordance with 37 Section 1-10.4(1) and also reinstate the measurement of one or more of the items 38 described in Section 1-10 4(2). When that occurs, the corresponding payment 39 provision in Section 1-10.5(2) is not deleted and the work under that item will be 40 paid as specified. 1 SECTION 1-99, APWA SUPPLEMENT 2 August 2, 2004 3 Section 1-04.2 (APWA Only) page 1-125 4 The second paragraph is revised to read: 5 6 Any inconsistency in the parts of the contract shall be resolved by following this 7 order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth). 8 9 1. Addenda, 10 2. Proposal Form, 11 3. Special Provisions, 12 4 Contract Plans, 13 5. Amendments to Division 1-99 APWA Supplement 14 6 Division 1-99 APWA Supplement 15 7. Amendments to the WSDOT/APWA Standard Specifications, 16 8 WSDOT/APWA Standard Specifications for Road, Bridge and 17 Municipal 18 Construction 19 9 Contracting Agency's Standard Plans (if any) 20 10. WSDOT/APWA Standard Plans for Road, Bridge and Municipal 21 Construction 22 23 Section 1-07.18.4 (APWA Only) Page 1-134 and 1-135 24 This section is revised to read. 25 26 When the Contractor delivers the executed contract for the work to the 27 Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and 28 endorsements for each policy of insurance meeting the requirements set forth 29 above The certificate must conform to the following requirements 30 31 An ACORD certificate Form 25-S, showing the insuring company, policy 32 effective dates, limits of liability and the Schedule of Forms and Endorsements 33 34 A copy of the endorsement naming Contracting Agency and any other entities 35 required by the Contract Provisions as Additional Insured(s), and stating that 36 coverage is primary and noncontributory, showing the policy number, and signed 37 by an authorized representative of the insurance company on Form CG2010 38 (ISO) or equivalent. 39 40 The certificate(s) shall not contain the following or similar wording regarding 41 cancellation notification to the Contracting Agency- "Failure to mail such notice 42 shall impose no obligation or liability of any kind upon the company " 1 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 April 5, 2004 3 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs 4 The section title is revised to read: 5 6 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 7 8 The first sentence is revised to read: 9 10 in removing pavement, sidewalks, curbs, and gutters, the Contractor shall: 11 12 Item 3 is revised to read: 13 14 3. Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter 15 that is to remain and the portion to be removed. 16 17 2-02.5 Payment 18 The second paragraph is revised to read 19 20 If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal 21 will be paid for as part of the quantity removed in excavation 1 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 2 January 5, 2004 3 2-03.3(14)D Compaction and Moisture Control Tests 4 This section is revised to read: 5 6 Maximum density and optimum moisture content shall be determined by one of the 7 following methods. 8 9 1 materials with less than 30 percent by weight retained on the U S. No 4 sieve 10 shall be determined using FOP for AASHTO T 99 Method A. 11 12 2 materials with 30 percent or more by weight retained on the U.S. No 4 sieve 13 and less than 30 percent retained on the 3/4 inch sieve shall be determined by 14 WSDOT Test Method No 606 or FOP for AASHTO T 180 Method D The 15 determination of which test procedure to use will be made solely by the 16 Contracting Agency 17 18 3 materials with 30 percent or more retained on the 3/4 inch sieve shall be 19 determined by WSDOT Test Method No 606. 20 21 In place density will be determined using Test Methods WSDOT FOP for AASHTO T 22 310 and WSDOT SOP for T 615 1 SECTION 5-04, HOT MIX ASPHALT 2 April 5, 2004 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5-04.3(8)A Acceptance Sampling and Testing - HMA Mixture 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 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. T� � � of the _-__._1_ with challenged __sults ....11 the same The spilt sample UIId11CIIl�.CU results VVIII not be tested with 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 aCCvrdiung to tuhe folnlowiang criteria Deviation U S. No. 4 sieve and larger U S No. 8 sieve U.S. No. 200 sieve Asphalt binder % Va % Item 3, D (Test Methods) is revised to read. Percent passing ±4 0 Percent passing ±2.0 Percent passing ±0 4 Percent binder content ±0 3 Percent Va ±0.7 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 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. 1 SECTION 5-05, CEMENT CONCRETE PAVEMENT 2 December 6, 2004 3 5-05.3(1) Concrete Mix Design for Paving 4 Number 1 Materials, is revised to read: 5 6 1 Materials. Materials shall conform to Section 5-05.2. Fine aggregate shall conform 7 to Section 9-03.1(2), Class 1. Coarse aggregate shall conform to Section 9-03.1(4) 8 AASHTO grading No. 467. An alternate combined gradation may be proposed, 9 which has a maximum aggregate size equal to or greater than a 2 -inch square 10 sieve The combined aggregate gradation shall conform to Section 9-03.1(5). 11 12 Fly ash, if used, shall not exceed 35 percent by weight of the total cementitious 13 material, shall conform to Section 9-23.9 and shall be limited to Class F with a 14 maximum CaO content of 15 percent by weight. 15 16 Ground granulated blast furnace slag, if used, shall not exceed 25 percent by 17 weight of the total cementitious material and shall conform to Section 9-23 10. 18 When both ground granulated blast furnace slag and fly ash are included in the 19 concrete mix, the total weight of both these materials is limited to 35 percent by 20 weight of the total cementitious material As an alternative to the use of fly ash, 21 ground granulated blast furnace slag and cement as separate components, a 22 blended hydraulic cement that meets the requirements of Section 9-01.2(4) 23 Blended Hydraulic Cements may be used 24 25 The water/cement ratio shall be calculated on the total weight of cementitious 26 material. The following are considered cementitious materials: Portland cement, 27 fly ash, ground granulated blast furnace slag and microsilica. The minimum 28 cementitious material for any mix design shall be 564 pounds per cubic yard SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS August 2, 2004 7-05.5 Payment The sentence following "Catch Basin Type 2 In Diam ", per each" is deleted The following is inserted after "Concrete Inlet", per each": All costs associated with furnishing and installing gravel backfill for bedding manholes, inlets and catch basins shall be included in the unit contract price for the item installed The following is inserted after "Precast Concrete Drywell", per each. "Combination Inlet", per each All costs associated with furnishing and installing gravel backfill for bedding manholes, inlets, and catch basins shall be in the unit contract price for the item installed 1 SECTION 8-01, EROSION CONTROL 2 August 2, 2004 3 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 4 This section is revised to read 5 6 The Contractor shall identify the ESC Lead at the preconstruction discussions The 7 ESC Lead shall have, for the life of the contract, a current Certificate of Training in 8 Construction Site Erosion and Sediment Control from a course approved by WSDOT's 9 Statewide Erosion Control Coordinator 10 11 The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) 12 plan. Implementation shall include, but is not limited to' 13 14 1 Installing and maintaining all temporary erosion and sediment control Best 15 Management Practices (BMPs) included in the TESC plan to assure continued 16 performance of their intended function Damaged or inadequate TESC BMPs 17 shall be corrected immediately 18 19 2 Inspecting all on-site erosion and sediment control BMPs at least once every 20 five working days and each working day there is a runoff event. Inspections 21 shall occur within 24 hours of the runoff event. A TESC Inspection Report 22 shall be prepared for each inspection and shall be included in the TESC file A 23 copy of each TESC Inspection Report shall be submitted to the Engineer no 24 later than the end of the next working day following the inspection. The report 25 shall include, but not be limited to 26 27 a When, where and how BMPs were installed, maintained, modified, 28 and removed, 29 b. Observations of BMP effectiveness and proper placement; 30 c Recommendations for improving future BMP performance with 31 upgraded or replacement BMPs when inspections reveal TESC plan 32 inadequacies. 33 34 3. Updating and maintaining a TESC file on site that includes, but is not limited 35 to. 36 37 a. TESC Inspection Reports 38 b Temporary Erosion and Sediment Control (TESC) plan narrative 39 c. National Pollutant Discharge Elimination System construction permit 40 (Notice of Intent) 41 d Other applicable permits 42 43 Upon request, the file shall be provided to the Engineer for review 1 SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS 2 December 6, 2004 3 8-04.3(1)A Extruded Cement Concrete Curb 4 The second and third paragraphs are revised to read 5 6 The pavement shall be dry and cleaned of loose and deleterious material prior to curb 7 placement. Cement concrete curbs shall be anchored to the existing pavement by 8 placing steel tie bars 1 foot on each side of every joint. 9 10 Tie bars shall meet the dimensions shown in the Standard Plans 1 SECTION 8-12, CHAIN LINK FENCE AND WIRE FENCE 2 August 2, 2004 3 8-12.3(1)A Posts 4 The seventh paragraph is revised to read 5 6 Pullposts shall be spaced at 1,000 -foot maximum intervals for Type 1, 3, and 6 7 fence, and at 500 -foot maximum intervals for Type 4 fence 1 SECTION 8-14, CEMENT CONCRETE SIDEWALKS 2 August 2, 2004 3 8-14.3(3) Placing and Finishing Concrete 4 The second sentence in the fourth paragraph is revised to read• 5 6 The detectable warning pattern shall have the truncated dome shape shown in the 7 Standard Plans and may be formed by either embossing the wet concrete, adding a 8 manufactured material before or after the concrete has cured, or installing masonry 9 or ceramic tiles 10 11 8-14.3(5) Ramp Detectable Warning Retrofit 12 This section is supplemented with the following: 13 14 Where shown in the plans, the Contractor shall retrofit existing cement concrete 15 sldeVaIk ramps by installing a detectable warning pattern having the truncated 16 dome shape shown in the Standard Plans The warning pattern shall be the width 17 of the ramp and cover the bottom two feet of the ramp. The truncated dome pattern 18 shall be perpendicular to the long axis of the ramp. 19 20 The Contractor shall use one of the detectable warning pattern products listed in the 21 Qualified Products List or submit another manufacturer's product for approval by the 22 Engineer. The warning pattern shall be capable of being bonded to an existing 23 cement concrete surface. The surface of the warning pattern, excluding the domes, 24 shall not be more than 3/8 inch above the surface of the concrete after installation 25 26 8-14.4 Measurement 27 This section is supplemented with the following. 28 29 In a sidewalk ramp detectable warning retrofit, the warning pattern will be measured 30 by the square foot of truncated dome material installed on the existing ramp. 31 32 8-14.5 Payment 33 The following new bid item is inserted after "Cement Conc Sidewalk Ramp Type ", 34 per each 35 36 "Ramp Detectable Warning Retrofit", per square foot. 1 SECTION 8-18, MAILBOX SUPPORT 2 August 2, 2004 3 8-18.2 Materials 4 This section is revised to read 5 6 Materials shall meet the requirements of the following sections - 7 8 Steel Posts 9-32.1 9 Bracket, Platform, and Anti -Twist Plate 9-32.2 10 Type 2 Mailbox Support 9-32 7 11 Timber Sign Posts 9-28.14(1) 12 Fasteners 9-32 5 13 Snow Guard 9-32.6 14 Concrete Base 9-32.8 15 Steel pipe 9-32 9 16 U -Channel Post 9-32 10 17 18 Mailboxes will be furnished by others 19 20 8-18.3 Construction Requirements 21 This section is supplemented with the following 22 23 8-18.3(1) Type 3 Mailbox Support 24 The concrete base shall be constructed using commercial concrete, with the pipe 25 set to the dimensions shown in the Standard Plans The base shall be crowned so 26 as to shed water. The concrete may be mixed on the jobsite as specified in Section 27 6-02 3(4)B 28 29 The U -channel post may be driven in place provided the method of driving does not 30 damage the post 31 32 With the Engineer's consent, a Type 3 Mailbox Support design, made of steel or 33 other durable material, that meets the NCHRP 350 crash test criteria may be used 34 in place of the design shown in the Standard Plans In which case, the 35 manufacturer's recommendations concerning installation shall be followed; 36 however, the mailbox itself shall be positioned on the roadway according to the 37 dimensions shown in the Standard Plans 1 SECTION 9-01, PORTLAND CEMENT 2 December 6, 2004 3 9-01.2(1) Portland Cement 4 This section is revised to read 5 6 Portland cement shall conform to the requirements for Types I, II, or III cement of the 7 Standard Specifications for Portland Cement, AASHTO M 85 or ASTM C 150, except 8 that the content of alkalis shall not exceed 0.75 percent by weight calculated as Na20 9 plus 0 658 K20and except that the content of Tricalcium aluminate (C3A) shall not 10 exceed 8 percent by weight calculated as 2.650A1203 minus 1.692Fe203. The total 11 amount of processing additions used shall not exceed 1% of the weight of portland 12 cement clinker The type and amount of processing additions used shall be shown on 13 mill test reports is 14 15 The time of setting shall be determined by the Vicat Test method, AASHTO T 131 or 16 ASTM C 191. 17 18 9-01.2(4) Blended Hydraulic Cement 19 This section is revised to read: 20 21 Blended hydraulic cement shall be either Type IP (MS), Type I (SM) (MS) or Type 1 22 (PM) (MS) cement conforming to AASHTO M 240 and meet the following additional 23 require iiienits. 24 25 1. Type I P(MS) Portland - Pozzolan Cement with moderate sulfate resistance 26 27 This product shall be limited to Portland Cement and Pozzolan Pozzolan shall 28 be limited to fly ash or ground granulated blast furnace slag Fly ash is limited 29 between 15 percent and 35 percent by weight of the cementitious material 30 Ground granulated blast furnace slag is limited between 15 percent and 25 31 percent by weight of the cementitious material 37 33 2 Type I(SM) (MS) Slag Modified Portland Cement with moderate sulfate 34 resistance 35 36 This product shall be limited to Portland Cement and ground granulated blast 37 furnace slag The addition of ground granulated blast furnace slag shall be 38 limited to a maximum of 25 percent by weight of the cementitious material 39 40 3 Type I(PM)(MS) Pozzolan — Modified Portland Cement with moderate sulfate 41 resistance 42 43 The product shall be limited to Portland Cement and .pozzolan The pozzolan 44 shall be limited to fly ash or ground granulated blast furnace slag at a 45 maximum of 15 percent by weight of the cementitious material 46 47 The source and weight of the fly ash or ground granulated blast furnace slag shall be 48 certified on the cement mill test certificate and shall be reported as a percent by weight 49 of the total cementitious material The fly ash or ground granulated blast furnace slag 50 constituent content in the finished cement will not vary morethan plus or minus 5 51 percent by weight of the finished cement from the certified value. 1 2 Fly ash shall meet the requirements of Section 9-23 9 of these Standard Specifications 3 4 Ground granulated blast furnace slag shall meet the requirements of Section 9-23 10 of 5 these Standard Specifications 1 SECTION 9-02, BITUMINOUS MATERIALS 2 August 2, 2004 3 9-02.1(3) Rapid -Curing (RC) Liquid Asphalt 4 The column headings MC -70, MC -250, MC -800, and MC -3000 are revised to RC -70, RC - 5 250, RC -800, and RC -3000 respectively 6 7 The RC -250 requirement for "Residue of 680°F distillation % volume by difference" is revised 8 from 67 to 65 9 10 9-02.1(4)A Performance Grade (PG) Asphalt Cement 11 This section including title is revised to read 12 13 9-02.1(4)A Performance Graded Asphalt Binder 14 15 16 17 -22 1 -28 1 -34 1 -22 1 -28 1 -34 I -22 1 -28 1 -34 1 -22 1 -28 Original Binder PG58 PG64 pr70 1 pr76 Performance Grade 64 70 76 Rolling Thin Film Oven Residue (AASHTO T240) Mass Change, Maximum, percent -22 1 -28 1 -34 1 -22 1 -28 1 -34 I -22 1 -28 1 -34 1 -22 1 -28 Original Binder Flash point temp, AASHTO T48 Minimum °C 230 Viscosity, AASHTO T316 Maximum 3 Pa • s, test temp, °C 135 Dynamic shear, AASHTO T315 G*/sinS, minimum 1 00 kPa Test temp @ 10 rad/s, °C 58 64 70 76 Rolling Thin Film Oven Residue (AASHTO T240) Mass Change, Maximum, percent 1 00 Dynamic shear, AASHTO T315 G*/sinS, minimum 2.20 kPa Test temp. @ 10 rad/s, °C 58 64 70 76 Pressure Aging Vessel Residue (AASHTO R28) PAV aging temperature, °C 100 Dynamic shear, AASHTO T315 G*sinS, maximum 5000 kPa Test temp. @ 10 rad/s, ° C 22 19 16 25 22 19 28 25 22 31 28 Creep stiffness, AASHTO T313 S, maximum 300 MPa, m - value, minimum 0.300 Test temp. @ 60 s, °C -12 -18 -24 -12 -18 -24 -12 -18 -24 -12 -18 All Performance Grade asphalt binders not included in this chart shall be determined by Table 1 -Performance Graded Asphalt Binder Specification in AASHTO M320 1 SECTION 9-03, AGGREGATES 2 December 6, 2004 3 9-03.12(4) Gravel Backfill for Drains 4 The percent Passing for Sieve size 3/8" square is revised from "10 - 40" to "0 - 40" 5 6 9-03.12(5) Gravel Backfill for Drywelis 7 The percent passing for sieve size 1" square is revised to "50-100". 8 9 9-03.14 Borrow 10 This section is supplemented with the following 11 12 9-03.14(1) Gravel Borrow 13 Ballast may be substituted for gravel borrow for embankment construction 14 15 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall 16 All backfill material used in the reinforced soil zone of the geosynthetic retaining wall 17 shall conform to requirements of Section 9-03.14(1) and shall be free draining, free 18 from organic or otherwise deleterious material The material shall be substantially 19 free of shale or other soft, poor durability particles, and shall not contain recycled 20 materials, such as glass, shredded tires, portland cement concrete rubble, or 21 asphaltic concrete rubble. The backfill material shall meet the following 22 requirements. 23 24 Property Test Method Allowable Test Value 25 Los Angeles Wear, 26 500 rev AASHTO T 96 35 percent max. 27 Degradation WSDOT Test Method 113 15 min 28 pH AASHTO T 289-91 ** 29 30 ** 4 5 to 9 for permanent walls and 3 to 10 for temporary walls 31 32 Wall backfill material satisfying these gradation, durability and chemical 33 requirements shall be classified as nonaggressive 34 35 9-03.21(2) Recycled Hot Mix Asphalt 36 The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1 2". 1 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 2 April 5, 2004 3 9-05.4(3) Protective Treatment 4 Treatments 3, 4, and 6 are revised to read: 5 6 This treatment is no longer available. 7 8 9-05.4(4) Asphalt Coatings and Paved Inverts 9 The second paragraph under item 2 is revised to read 10 11 The paved invert for Treatment 2 shall consist of bituminous material applied in such a 12 manner that one or more smooth pavements will be formed in the invert filling the 13 corrugations for at least 40 percent of the circumference. The pavement shall have a 14 minimum thickness of 1/8 inch above the crest of the corrugations except where the 1 F innar arinac interrant tha rnrn inatinn Tha navamantc chall ha annliari fnlInwinn the 16 coating with asphalt . Treatment 5 may be substituted for Treatment 2, at the option of 17 the Contractor 18 19 9-05.10 Steel Storm Sewer Pipe 20 The first sentence is revised to read: 21 22 Steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel 23 culvert pipe, except that protective coating shall be Treatment 1 or 5, and be 24 constructed of either helically corrugated lock seam or helically corrugated continuous 25 welded steel pipe. 26 27 9-05.11 Aluminum Storm Sewer Pipe 28 The first sentence is revised to read - 29 30 Aluminum storm sewer pipe shall conform to the requirements of Section 9-05.5 for 31 aluminum culvert pipe, except that the protective coating shall be Treatment 1 or 5, and 32 the pipe shall be constructed of helically corrugated lock seam aluminum pipe. 33 34 9-05.16 Grate inlets and Drop Inlets 35 The first and second paragraphs are revised to read 36 37 Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except 38 structural tube shall conform to ASTM A 500, Grade B, and structural shapes may 39 conform to ASTM A 992. After fabrication, the steel shall be galvanized in accordance 40 with AASHTO M 111, or galvanized with a hot -sprayed (plasma flame applied) 6 mil 41 minimum thickness plasma coating 42 43 Steel grating shall be fabricated by weld connections. Welds, welding procedures, and 44 welding materials shall conform with the AWS D1.1/D1.1M, latest edition, Structural 45 Welding Code. 1 SECTION 9-16, FENCE AND GUARDRAIL 2 August 2, 2004 3 9-16.1 Chain Link Fence and Gates 4 All sub -sections under Section 9-16.1 are deleted and replaced with the following 5 6 9-16.1(1) General 7 All material used in the construction of chain link fence and gates shall be new Iron or 8 steel material shall be galvanized unless specified otherwise. Material upon which 9 serious abrasions of galvanizing occur shall not be acceptable 10 11 9-16.1(1)A Post Material for Chain Link Fence 12 Except as noted otherwise, post material shall conform to the requirements of AASHTO 13 M 181, Type I (zinc -coated steel), Grade 1 or 2, and shall be understood to include all 14 round and roll -formed material (brace rails, top rails, line posts, brace posts, end posts, 15 corner posts and pull posts). 16 17 Grade 1 post material shall conform to the weight per linear foot, minimum wall 18 thickness and detail requirements of Standard Plan L-2 Grade 1 post material that 19 exceeds the maximum wall thickness requirement of Standard Plan L-2 may be 20 accepted, provided it does not interfere with the proper construction of the fence. 21 22 Grade 2 post material shall meet the organic exterior coatings requirements of AASHTO 23 M 181 (Section 33) and the additional requirement that the interior coated surface shall 24 be capable of resisting 300 hours of exposure to salt fog with a maximum of 5% red rust 25 when tested in accordance with ASTM B 117 26 27 Round Post Material 28 Round post material shall be Grade 1 or 2 29 30 Roll Form Material 31 Roll -formed post material shall be Grade 1. Roll -formed end, corner, and pull 32 posts shall have integral fastening loops to connect to the fabric for the full 33 length of each post. Top rails and brace rails shall be open rectangular 34 sections with internal flanges as shown in Standard Plan L-2. 35 36 9-16.1(1)B Chain Link Fence Fabric 37 Chain link fabric shall consist of 11 gage wire for Types 3, 4, and 6 fence, and 9 gage 38 wire for Type 1 fence. The fabric shall be zinc -coated steel wire conforming to AASHTO 39 M 181, Class C. 40 41 The wire shall be woven into approximately 2 -inch diamond mesh. The width and top 42 and bottom finish of the fabric shall be as specified in AASHTO M 181. 43 44 9-16.1(1)C Tension Wire 45 Tension wire shall meet the requirements of AASHTO M 181 Tension wire galvanizing 46 shall be Class 1. 47 48 9-16.1(1)D Fittings and Hardware 49 Except where indicated, fittings shall be malleable cast iron or pressed steel and shall 50 conform to the requirements of ASTM F626 or AASHTO M232, whichever is applicable. 1 Fittings for any particular fence shall be those furnished by the manufacturer of the 2 fence. 3 4 Tension truss rods shall be 3/8 inch round galvanized rods with drop forged turnbuckles 5 or other approved type of adjustment. Couplings for tubular sections shall be outside 6 sleeve type and shall be at least 6 inches long. 7 8 Eye bolts for attaching tension wire shall be 3/8 inch diameter and of sufficient length to 9 fasten to the type of post being used 10 11 Tension bars shah be 3/16 inch by 3/4 inch nominal and cross sectional area shall be 12 0.141 int +/- 5%. 13 14 Hog rings shall be 12 gage galvanized steel wire. Tie wire shall be 9 aaae galvanized 15 steel wire or 9 gage aluminum wire meeting the requirements of ASTM F626 16 17 9-16.1(E) Chain Link Gates 18 Gate frames shall be constructed of not less that 11/2 inch (I.D.) hot -dipped galvanized 19 pipe conforming to AASHTO M 181 Type I; Grade 1 or 2 as specified in Section 9- 20 16.1(1)A. The corners of the gate frame shall be fastened together and reinforced with 21 a malleable iron or pressed steel fitting designed for the purpose, or they may be 22 welded Welding shall conform to the requirements of Section 6-03.3(25). All welds 23 shall be ground smooth and painted with an A-9-73 or A-11-99 primer meeting the 24 requirements of Section 9-08.2. The paint shall be applied in one or more coats to 25 provide a minimum dry film thickness of 3.5 mils. 26 27 Chain link fence fabric for filling the gate frame shall meet the requirements of Section 28 9-16 1(1)B for the fence type being furnished 29 30 Cross trussing shall be 5/16 inch steel adjustable rods galvanized in accordance with 31 Section 9-16 1(1)D. 32 33 Each gate shall be furnished complete with necessary hinges, latch, and drop bar 34 locking device designed for the type of gate posts and gate used on the project. Gates 35 shall have positive type latching devices with provisions for padlocking Hinges, 36 latches, and locking devices shall be galvanized in accordance with Section 9-16.1(1)D 37 38 Gate frames constructed of steel sections, other than pipe, that are fabricated in such a 39 manner as to form a gate of equal or better rigidity may be used provided they are 40 approved by the Engineer. 41 42 9-16.1(1)F Concrete 43 All concrete for chain link fence shall be as specified in Section 6-02.3(2)B. 44 45 9-16.1(2) Approval 46 Approval of materials for chain link fence shall be by evaluation of independent test 47 results from a certified testing laboratory or by QPL. Independent test results for 48 evaluation shall be submitted to the State Materials Engineer in Tumwater WA. 49 50 9-16.2 Wire Fence and Gates 51 All sub -sections under Section 9-16.2 are deleted and replaced with the following: 52 1 9-16.2(1) General 2 AH materials used in the construction of the wire fence shall be new. All iron or steel 3 material shall be galvanized. Material upon which serious abrasions of galvanizing 4 occur will not be acceptable 5 6 9-16.2(1)A Steel Post Material 7 • Round Post Material 8 Round post material shall conform to AASHTO M 181, Type I, Grade 1. 9 10 • Angle Post Material (Channel, T, U, Y, or Other Approved Style) 11 All angle post material shall be hot -dipped galvanized in accordance with the 12 requirements of AASHTO M 111 grade 75 Galvanizing shall be 1 7 oz/ft2 of 13 surface area. Angle post used for end, corner, gate and pull post and brace shall 14 have a minimum weight of 3 1 Ib/ft. 15 16 Posts shall be not less than 7 feet in length. A tolerance of -5% on the weight of 17 individual posts, braces or anchor plates will be permitted One type of line post shall 18 be used throughout the project. Line posts shall be studded, slotted, or properly 19 adapted for attaching either wire or mesh in a manner that will not damage the 20 galvanizing of posts, wire or mesh during the fastening Line posts shall have a 21 minimum weight of 1.33 lbs/ft and shall be provided with a tapered galvanized steel 22 anchor plate The anchor plate shall be securely attached and have a surface area of 20 +/-2 in2, a minimum weight of 0 67 pounds and 1.7 oz/ft2 galvanizing 25 9-16.2(1)B Wood Fence Posts and Braces 26 Douglas fir, Western red cedar, hemlock, or larch shall be used in the construction of 27 wood fence posts and braces. The material shall be of good quality and approved by 28 the Engineer before use. Peeler cores shall not be used for round posts Wood fencing 29 materials shall have sufficient sapwood in the outer periphery to obtain the specified 30 penetration of preservative Western red cedar will not require preservative treatment. 31 Fencing materials shall be cut to the correct length before pressure treatment. 32 33 Line posts shall be 3 inch minimum diameter round posts or nominal 3 inch by 3 inch 34 square sawed posts. If the posts are to be pointed for driving, they shall be pointed 35 before treatment. Line posts shall be at least 7 feet in length. 36 37 Pull posts and brace posts shall be 6 inch diameter round posts or nominal 6 inch by 6 38 inch material not less than 7 feet in length. 39 40 End, gate, and corner posts, and posts at an intersecting fence shall be 6 inch diameter 41 round posts or nominal 6 inch by 6 inch material not less than 7 feet 10 inches in length. 42 43 All sawed posts and timbers shall meet the requirements in the table under Section 9- 44 09 2. 45 46 The preservatives used to pressuretreat wood fencing materials shall meet the 47 requirements of Section 9-09.3. 48 49 The retention and penetration of the preservative shall be as follows 50 1 3 4 Minimum Retention in Pounds Per Cubic Foot Preservative Sawed Posts Round Posts Creosote 10.00 8.00 Pentachlorophenol 0.50 0.40 ACA 0 40 0.40 ACZA 0 40 0.40 ACI.^,( V 4V 0 40 CCA 0.40 0 40 Minix UPenetration for material 5" or less - 0.40 inches penetration and 90% of sapwood 5 for material 5" or greater - 0.50 inches penetration and 90% of sapwood 6 n SIC 71,111` 1 a- I v.L, f )v LJI Q'.. r s u 8 Brace wire shall be 9 gage wire galvanized to meet the requirements of AASHTO M 9 279, Type Z, Class 1 10 11 9-16.2(1)D Staples and Wire Clamps 12 The staples used to attach the wire fencing to wood posts shall be 9 gage wire, 1 1/2 13 inches long, galvanized to meet the requirements of AASHTO M 279, Type Z, Class 1. 14 15 The wire clamps used to attach the wire fencing to steel posts shall be 11 gage wire, 16 galvanized to meet the requirements of AASHTO M 279, Type Z, Class 1. 17 18 9-16.2(1)E Barbed Wire 19 Barbed wire shall conform to the requirements of AASHTO M 280, Type Z and shall 20 consist of two strands of 12 1/2 gage wire, twisted with four point 14 gage barbs with 21 barbs spaced 5 inches apart (Design 12-4-5-14R). Galvanizing shall be Class 3. 22 23 9-16.2(1)F Wire Mesh 24 Wire mesh shall conform to the requirements of AASHTO M 279, Type Z and shall 25 consist of eight horizontal wires with vertical stays spaced 6 inches apart. The top and 26 bottom wires shall be 10 gage, and the intermediate wires and vertical stays shall be 12 27 1/2 gage. The mesh shall have a total width of 32 inches (Design 832-6-12 1/2). 28 Galvanizing shall be Class 3. 29 30 The zinc coated wire as represented by the test specimens shall be capable of being 31 wrapped in a close helix at a rate not exceeding 15 turns/minute around a cylindrical 32 steel mandrel having a diameter the same as the specimen being tested, without 33 cracking or flaking the zinc coating to such an extent that any zinc can be removed by 34 rubbing with the bare fingers. 35 36 9-16.2(1)G Vertical Cinch Stays 37 Vertical cinch stays shall be 10 gage galvanized wire meeting the requirements of 38 AASHTO M 279, Type Z, Class 1 39 1 9-16.2(1)H Miscellaneous Hardware 2 Bolts, nuts, hinges, latches and other miscellaneous hardware shall be galvanized in 3 accordance with AASHTO M 232. 4 5 9-16.2(1)1 Wire Gates 6 Gate frames shall be constructed of galvanized pipe with a nominal diameter of not less 7 than 1 inch. The pipe shall conform to the requirements of AASHTO M 181 Type I, 8 Grade 1 Wire gates shall be not less than 48 inches in height and shall be designed to 9 fit openings of the width called for in the Plans or as indicated by the bid items. Each 10 gate shall be provided with two upright braces of the same material as the frame, 11 spaced at 1/3 points in the gate. All gates shall be provided with adjustable 5/16 inch 12 diameter galvanized diagonal truss rods from corner to corner. Galvanizing shall be in 13 accordance with Section 9-16 2(1)H. 14 15 The gate frame shall be provided with wire mesh conforming to the requirements 16 specified in Section 9-16.2(1)F, except that it shall consist of 10 horizontal wires and 17 have a total width of 47 inches. 18 19 Each gate shall be furnished complete with necessary galvanized hinges and latch 20 designed for use with the type of gate posts used on the project. The hinges shall be so 21 designed as to be securely attached to the gate post and to enable the gate to be swing 22 back against the fence Double gates shall be hinged in the same manner as single 23 gates and shall be provided with an approved galvanized drop bar locking device 24 Galvanizing for hinges, latches, and locking devices shall be in accordance with Section 25 9-16.2(1)H. 26 27 9-16.2(1)J Concrete 28 All concrete for wire fence shall be as specified in Section 6-02 3(2)B. 29 30 9-16.2(2) Approval 31 Approval of materials for wire fence shall be by evaluation of independent test results 32 from a certified testing laboratory or by QPL. Independent test results for evaluation 33 shall be submitted to the State Materials Engineer in Tumwater WA. 34 35 9-16.3(1) Rail Element 36 The third paragraph is revised to read 37 38 The 6 -inch channel rails and splice plates shall conform to ASTM A 36, except that the 39 channel rails may conform to ASTM A 992. All fabrication shall be complete before 40 galvanizing. 41 42 9-16.3(2) Posts and Blocks 43 In the second paragraph, the treatment for Pentachlorophenol is revised from 060 lbs. pcf to 44 0.60 lbs. pcf. 45 46 The fourth paragraph is revised to read: 47 48 Steel posts, blocks, and base plates, where used, shall conform to either ASTM A 36 or 49 ASTM A 992, and shall be galvanized in accordance with AASHTO M 111. Welding 50 shall conform to Section 6-03 3(25). All fabrication shall be completed prior to 51 galvanizing 52 1 9-16.3(4) Hardware 2 This section is revised to read: 3 4 Bolts, unless otherwise specified, shall comply with ASTM A 307 Grade A - 5 specifications. High strength bolts shall conform to the requirements of AASHTO M 164 6 Nuts, unless otherwise specified, shall comply with ASTM A 563 Grade A specifications. 7 Washers, unless otherwise specified, shall meet ASTM F 844 specifications. The 8 Contractor shall submit a manufacturer's certificate of compliance for high strength 9 bolts, nuts, and washers prior to installing any of the hardware. A307 Bolts will be 10 accepted by field verification and documentation that bolt heads are stamped 307A. 11 12 9-16.3(5) Anchors 13 The sixth paragraph is revised to read: 14 15 The anchor plate, W200 x 27 and metal plates shall be fabricated of steel conforming to 16 the specifications of ASTM A 36, except that the W200 x 27 may conform to ASTM A 17 992. 1 SECTION 9-32, MAILBOX SUPPORT 2 August 2, 2004 3 9-32.2 Bracket, Platform and Anti -Twist Plate 4 This section is revised to read: 5 6 The bracket, platform, and anti -twist plate shall be 16 gage sheet steel, conforming 7 to ASTM A 36 8 9 9-32.4 Wood Posts 10 This section is revised to read: 11 12 Wood posts shall meet the requirements of Section 9-28 14(1) or western red 13 cedar 14 15 Section 9-32 is supplemented with the following: 16 17 9-32.8 Concrete Base 18 The concrete in the concrete base shall meet or exceed the requirements of Section 19 6-02.3(2)B 20 21 9-32.9 Steel pipe 22 The requirements for commercially available, Schedule 40, galvanized steel pipe, 23 elbows, and couplings shall be met for all parts not intended to be bent or welded 24 Welded and bent parts shall be galvanized after fabrication in accordance with 25 AASHTO M 111 26 27 9-32.10 U -Channel Post 28 U -channel posts shall meet the requirements of ASTM A 29, weigh a minimum of 3 29 pounds per linear foot, and shall be galvanized according to AASHTO M 111 Z:\JAN\SPECS\04070-Y K. wpd APWA SECTION 5-04 6-2 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT ( ) APWA Section 5-04 is revised in its entirety to read: 5-04.1 Description This work shall consist of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Pians HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. HMA Class A, Class B, Class D, Class F, and Class G are designated as leveling or wearing courses HMA Class E is designated as a pavement base course. With the exception of HMA Class D, all mixtures are considered dense graded HMA. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti -Stripping Additive 9-02.4 Aggregates 5-04 3(8)A2 Blending Sand 9-03.8(4) Mineral Filler 9-03.8(5) The contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, blending sand, and mineral filler. The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in the amount up to 20 percent of total aggregate weight in combination with new aggregate in the production of HMA. The RAP may be from HMA removed under the contract, if any, or old HMA from an existing stockpile Recycled materials shall not be used in HMA Class D. When aggregates or a source for the production of aggregates is provided by the Contracting Agency, the approximate percentage of asphalt binder required in the mixture for the particular class of pavement will be set forth in the special provisions. The percentage is based upon a midline gradation mix design for the source provided The grade of asphalt binder shall be as required by the contract. Prior to the submittal of the mix design, the Contractor shall provide a written designation of the grade of PG asphalt binder to be used. The Contractor may propose the substitution of alternate grades of performance grade (PG) asphalt binder at no cost to the Contracting Agency. The proposal will be approved if the proposed alternate asphalt binder has an average 7 -day maximum pavement design temperature that is equal to or higher than the specified asphalt binder and has a minimum pavement design temperature that is equal to or lower than the specified asphalt binder. The substituted alternate grade of asphalt binder shall be used in all HMA contract items of the same class and originally specified grade of asphalt binder. Blending of asphalt binder from different sources is not permitted. 73 Production of aggregates shall comply with the requirements of Section 3-01 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02 5-04.3 Construction Requirements 5-04.3(1) HMA Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements. 1 Equipment for Preparation of Asphalt Binder. Tanks for the storage of anhalt hinder shall he epi iiinnari to heat and hnlrl the material at the rani fired temperatures The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank The circulating system fnr the asphalt binder shall ha designed to ensure proper and continuous circulation during the operating period A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2 Thermometric Equipment. An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by inspectors. The plant shall also be equipped with an approved dial -scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator 3 Sampling and Testing of Mineral Materials. The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials The mechanical sampler shall meet the requirements of Sectionl- 05.6 for crushing and screening operation. The contractor shall provide sufficient space as required for the setup and operation of the field testing facilities of the Contracting Agency. 5-04.3(2) Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather Whenever the weather conditions include (or are forecast to include) during the workshift precipitation or an air temperature less than 45°F, the canvas cover shall be securely attached to protect the HMA. In order to prevent the HMA mixture from adhering to the hauling equipment, truck beds are to be sprayed with an environmentally benign release agent. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating materials that contaminate or alter the characteristics of the HMA shall not be used. For hopper trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3) Hot Mix Asphalt Pavers HMA pavers shall be self-contained, power -propelled units, provided with an internally - heated vibratory screed or strike -off assembly and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. 74 The screed or strike -off assembly shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed or strike off assembly Extensions without, augers, vibration and heated screeds shall not be used in the traveled way. When laying HMA, the paver shall be operated at a uniform forward speed consistent with the plant production rate and roller train capacity to result in a continuous operation The auger speed and flight gate opening shall be adjusted to coordinate with the operation. The paver shall be equipped with automatic screed controls with sensors for either or both sides of the paver The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. The sensor shall be constructed so it will operate from a reference line or a mat referencing device The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. The paver shall be equipped with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed Manual operation of the screed will be permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelization. When specified in the contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the traveled way of each roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Project Engineer may suspend work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(4) Rollers Rollers shall be of the steel wheel, vibratory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Project Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in 75 compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results will not be used 5-04.3(5) Conditioning of Existing Surface When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the plans or approved by the Engineer. Prole cling G broken ..4...ces L.' h LL 1n A A a... L... -placed be uneven surfaces to accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer 5-04.3(5)A Preparation of Existing Surfaces Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly gleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA mix and the surface of the patched area shall be leveled and compacted thoroughly A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots. A heavy application of tack coat will be applied to all joints. For roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. Unless otherwise approved by the Engineer, the tack coat shall be CSS -1, CSS -1h, or STE-1 emulsified asphalt. The CSS -1 and CSS -1h emulsified asphalt may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. The emulsified asphalt shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer 5-04.3(5)B Preparation of Untreated Roadway When designated in the plans the existing roadway shall be prepared and the roadway primed as provided in Section 5-02.3(2)A, except that only one application of asphalt and one application of aggregate, which shall conform to aggregate for HMA Class B as listed in Section 5-04.3(8) or other granular materials approved by the Engineer, will be required All other provisions of Section 5-02 pertaining to bituminous surface treatment Class A shall apply, except as hereinafter modified. The prime coat shall be applied over the full length of the project, and HMA shall not be placed until the prime coat has cured for 5 days unless otherwise approved by the Engineer. Should any holes, breaks, or irregularities develop in the roadway surface after the prime coat has been applied, they shall be patched with HMA, as described in Section 5-04 3(5)A, in advance of placing the HMA. The Contractor shall maintain the 76 completed prime coat by blading or brooming with equipment and procedures approved by the Engineer, until the HMA pavement is placed. After the maintenance, patching or repair work has been completed and immediately prior to placing the HMA, the surface of the prime coat shall be swept clean of all dirt, dust, or other foreign matter When the prime coat application is not specified in the Special Provisions or shown in the Plans, the Contractor shall prepare the untreated roadway as described above and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade In areas used as turnouts or which will receive heavy service, the Engineer may order a change in the grade to provide a greater depth of pavement. The Contractor shall prepare untreated shoulders and traffic islands by blading and compacting to provide a sound base for paving and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade. If the Contractor protects the completed untreated surfacing materials to the degree that the surface meets the requirements of Section 5-02.3(2)A at the time of construction of the prime coat or the construction of the pavement if the prime coat is not required, the Contractor will not be required to perform the work specified in Section 5-02.3(2)A but shall be compensated for the item of work preparation of untreated roadway. 5-04.3(5)C Crack Sealing When the proposal includes a pay item for crack sealing, all cracks and joints 1/4 -inch and greater in width shall be cleaned with a stiff -bristled broom and compressed air and then shall be filled completely with sand slurry. The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, approximately 2 percent Portland cement, water (if required), and the remainder clean U.S. No. 4-0 paving sand The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of 1-06 will not apply to the Portland cement and paving sand used in the Sand Slurry. 5-04.3(5)D Soil Residual Herbicide Where shown in the Plans, the Contractor shall apply one application of an approved soil residual herbicide. Paving shall begin within 24 hours after application of the herbicide. Any area that has not been paved within the time limit or that has been rained on, shall be treated again at the Contractor's expense. The herbicide shall be applied uniformly in accordance with the manufacturer's recommendations The material to be used shall be registered with the Washington State Department of Agriculture for use under pavement. Before use, the Contractor shall receive approval of the material to be used and the proposed rate of application, from the Engineer. The following information shall be included in the request for approval of the material: Brand name of the material, manufacturer, Environmental Protection Agency (EPA) registration number, material safety data sheet, and proposed rate of application. 77 5-04.3(5)E Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as staked The actual excavation depth may vary to a maximum depth of 1 -foot maximum, depending upon where stable foundation material is encountered, as determined by the Engineer. The minimum width of any pavement repair area shall be 3 feet unless shown otherwise in the Plans All pavement repair areas shall be sawcut before removal, or shall be removed by a pavement grinder approved by the Engineer. Asphalt for tack coat shall be required as specified in Section 5-04 3(5)A, and shall be .. i... ,a �.. ..il ...d....- ..F .. ..}1., .-. .-. ..4 1.-. ♦1-..�. .. api.JilcU W all cuycJ vl cxiOlu Iy paVel l lel 11 11 1.11G '.la Vell1 I nI Itl• re -pair area. The Contractor shall excavate only within one lane at a time The areas shall be excavated, backfilled, and compacted within the same day's working shift, in accordance with the details shown in the Plans and to the satisfaction of the Engineer. Excavated materials will become the property of the Contractor for disposal off the right of way. The Contractor shall conduct the excavation operations in a manner that will protect the pavement areas not designated to be removed Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency Placement of the HMA backfill shall be accomplished in lifts. Each lift shall not exceed 0.35 foot compacted depth Compaction shall be accomplished by mechanical tamper or a roller as approved by the Engineer. HMA for pavement repair shall be HMA Class A, B, E, or F at the Contractor's option, unless otherwise specified in the contract. 5-04.3(6) Heating of Asphalt Binder The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. 5-04.3(7) Preparation of Aggregates The aggregates shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate. The aggregates shall be removed from stockpile(s) in a manner to ensure a minimum of segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(7)A Mix Design The Contractor shall obtain representative samples from mineral aggregate stockpiles, and blend sand sources to be used for HMA production and submit them for development of a mix design Sample submittal shall include asphalt binder grade and sources, production mix gradation and combining ratios of mineral aggregate stockpiles and blend sand that will be used in production. This will be the basis for the mix design and job mix formula. The Contractor shall allow 20 calendar days for this approval and design once the aforementioned information and material has been received. Additional 70 1 V time may be required if the proportions will not make an adequate design as determined by the Engineer, or if the Contractor requests more than one asphalt binder source approval The Contractor is also advised that production of the HMA shall not commence until the job mix formula has been established. Adjustments to the job mix formula may be made per Basis of Acceptance. The Contractor shall obtain the Engineer's approval prior to changing the source of asphalt binder during the production of HMA. Blending of different asphalt binder grades sources will not be permitted. 5-04.3(8) Mixing After the required amounts of mineral materials and asphalt binder have been introduced into the mixer the HMA shall be mixed until a complete and uniform coating of the particles and a thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the maximum temperature recommended by the asphalt binder manufacturer A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Project Engineer. Storing or holding of the HMA in approved storage facilities will be permitted during the daily operation but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. 5-04.3(8)A Acceptance Sampling and Testing -HMA Mixture 1 General. Acceptance of HMA shall be as provided under statistical evaluation, nonstatistical evaluation or commercial evaluation. Determination of statistical evaluation, nonstatistical evaluation or commercial evaluation shall be based on proposal quantities and shall consider the total of all bid items involving HMA of a specific class. Dense graded mixes (HMA Classes A, B, E, F, and G) will be evaluated for quality of gradation and asphalt binder content. Open graded mixes (HMA pavement Class D) will be evaluated for quality of gradation only, based on samples taken from the cold feed. Nonstatistical Evaluation will be used for HMA. Statistical Evaluation procedures will apply only to contracts that specify statistical evaluation in the contract Special Provisions Statistical Evaluation will be administered under the provisions of Section 5- 04 5(1) for Quality Assurance Price Adjustments and evaluation of quality Commercial Evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores and other nonstructural applications as approved by the Project 79 Engineer. The contractor shall select a class of HMA appropriate for the required use. The Project Engineer will determine anti -strip requirements for the HMA. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and nonstatistical evaluation. 2 Aggregates. A. General Requirements. Aggregates for HMA shall be manufactured from ledge rock, talus, or crave! in accordance with Section 3-01 The material G-_ v L.:.-.t.'id-. v .l_ I t_II_._...__ 1__L 1_. from which they are Ill- ue shah meet the following test jequlremel II Is. Los Angeles Wear, 500 Revs Degradation 1 QVtVI, Wearing IIJ. VVUIJe Degradation Factor, Other Courses 30% max 30 J V l I l in 20 min It shall be uniform in quality, substantially free from wood, roots, bark, extraneous materials, and adherent coatings The presence of a thin, firmly adhering film of weathe_.re_.d rock will not be considered as coating unless it exists on more than 50% of the surface area of any size between consecutive laboratory sieves Aggregate removed from deposits contaminated with various types of wood waste shall be washed, processed, selected or otherwise treated to remove sufficient wood waste so that oven -dried material retained on a U.S. No. 4 sieve shall not contain more than 0 1% by weight of material with a specific gravity Tess than 1.0. B. Test Requirements Aggregate for HMA shall meet the following test requirements• Fracture, by weight (See Note) Sand Equivalent Min. 45 45 --- 45 35 45 Class of HMA ABDE F G 1 2 3 4 4 2 1The fracture requirements are at least one fractured face on 90 percent of the material retained on each specification sieve size U.S No. 10 and above, if that sieve retains more than 5 percent of the total sample 2The fracture requirements are at least one fractured face on 75 percent of the material retained on each specification sieve size U S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 3The fracture requirements are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each specification sieve, U S. No. 8 and above, if that sieve retains more than han C percent of the total sample. 4The fracture requirements are at least one fractured face on 50 percent of the material retained on each specification sieve size U.S No. 10 and above, if that sieve retains more than 5 percent of the total sample. When material is being produced and stockpiled for use on a specific contract or for a future contract, the 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 requirements for fracture and 80 sand equivalents shall apply at the time of its introduction to the cold feed of the mixing plant. The properties of the aggregate in a preliminary mix design for HMA shall be such that, when it is combined within the limits set forth in Proportions of Materials and mixed in the laboratory with the designated grade of asphalt binder, HMA mixtures with the following test values can be produced: Class of HMA A B D E F G Stabilometer Value Min 37 35 35 35 35 Cohesiometer Value Min. 100 100 100 50 100 Percent Air Voids 2-4.5 2-4.5 2-4 5 2-4.5 2-4 5 Modified Lottman Stripping Test Pass Pass Pass Pass Pass Pass C Gradation The materials of which HMA is composed shall be of such sizes, gradings, and quantities that, when proportioned and mixed together, they will produce a well graded mixture within the requirements listed in the table which follows. The percentages of aggregate refers to completed dry mix, and includes mineral filler when used Sieve Size Grading Requirements Class A Class D Class E Class F Class G and B Percent Passing 11 4 square 100 1 square 90-100 34 square 100 100 5 8 square 67-86 1 2 square 90-100 100 60-80 80-100 100 3 8 square 75-90 97-100 --- 97-100 U.S. No. 4 46-66 30-50 34-56 38-70 50-78 U.S. No. 8 5-15 U.S No. 10 30-42 25-40 30-50 32-53 U.S. No. 40 11-24 --- 10-23 --- 11-24 U.S. No. 200 3.0-7.0 2 0-5 0 2.0-9.0 2.0-8.0 3.0-7 0 5-04.(8)B Basis of Acceptance 1. HMA will be accepted based on its conformance to the project job mix formula (JMF). For the determination of a project JMF, the Contractor shall submit to the Engineer, representative samples of the various aggregates and blend sand to be used along with the gradation data showing the various aggregate stockpile averages and the proposed combining ratios and the average gradation of the completed mix. Based on this submittal from the Contractor, the Engineer will determine the asphalt binder content, anti -strip requirement, and ignition furnace correction factor in the mix design process. Using the representative samples submitted and proposed proportion of each, trial mix tests will be run to determine the percentage of asphalt binder, by weight, to be added. The JMF thus established shall be changed only upon order of the Engineer The intermingling of HMA mixtures produced from more than one JMF is prohibited. Each strip of HMA pavement placed during a working shift shall conform to a single job mix formula established for the class of HMA specified unless there is a need to make an adjustment in the JMF 81 No HMA shall be produced for use on the project until the amount of asphalt binder and anti -strip additive to be added has been established 2 Job Mix Formula — Statistical Acceptance The average gradation of the completed HMA mix submitted by the Contractor in the mix design proposal, as required in Gradation and the resulting Mix Design Recommendations, shall be the JMF. Any change or adjustment of percentages in any constituent of the JMF creates a new JMF. 3 Job MIX For I I IUIa Tolerances ances al Id Adjustments Its A. Tolerances — Statistical Acceptance. After the JMF is determined, the +�I constituents ents of the m xti..r, .,t H-... time of t.-.. h.,ll conform to several L,'.i louwi,l nJ v1 L11... 111Inw1 c at the ul 110 v1 0L, ,0 JL0I we J1 lou l,VI 1101111 to the following tolerances. Constituent of Mixture Aggregate passing 111, 3/4", 5/8", 1/2", and 3/8" sieves Proportions of Materials Aggregate passing No. 4 sieve Aggregate passing No. 10 sieve Aggregate passing No. 40 sieve Aggregate passing No. 200 sieve Asphalt cement Tolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in 5-04.3(8)C except the tolerance limits for sieves designated as 100% passing will be 99-100. Broad band specification limits Section 5-04 3(8)C ± 6% ± 5% ± 4% ± 2.0% ± 0 5% For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Proportions of Materials. B Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0 7 percent. C. Adjustments 1. Aggregates. Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0 5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above adjustments and/or any further adjustments as ordered by the Engineer will be considered as a new JMF Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the 82 allowed tolerances shall be within the range of the broad band specifications. 2 Asphalt Binder Content The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without the approval of the Materials Engineer. D. Commercial HMA Acceptance. The contractor shall submit a certification that the mix design submitted meets the requirements of Proportions of Materials Verification of the mix design by the Contracting Agency is not required The Project Engineer will determine anti -strip requirements for the HMA. 4. Hot Mix Asphalt Mixture A. Sampling 1 A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. 2. Samples for compliance of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platforms to enable samples to be obtained in accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle B. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF), placed and represented by randomly selected samples tested for acceptance. All of the test results obtained from the acceptance samples shall be evaluated collectively and shall constitute a lot. Only one lot per JMF will be expected to occur. The JMF (Job Mix Formula) is defined in Basis of Acceptance. The Contractor may request a change in the JMF. If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of available tests and a new lot will begin. The quantity represented by each sample will constitute a sublot. Sampling and testing for statistical evaluation shall be performed on a random basis at the frequency of one sample per sublot, with a minimum of five sublots per class of HMA. Sublot size shall be determined to the nearest 100 tons to provide not less than five uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons Sampling and testing for nonstatistical evaluation shall be performed on a random basis at a minimum frequency of one sample for each sublot of 400 tons or each day's production, whichever is least. When proposal quantities exceed 1,200 tons for a class of HMA under nonstatistical evaluation, sublot size shall be determined to the nearest 100 tons to provide not less than three uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the 83 next paving shift, The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Individual acceptance sample test results (gradation and asphalt binder content) may be challenged by the Contractor. A written challenge of the test results by the Contractor shall be received by the Project Engineer within five working days after receipt of the specific test results A split of the original acceptance sample shall be sent, for testing, to the Region Materials Lab or to State Materials Lab as determined by the Engineer. The challenged sample will not be tested with the same equipment or by the same tester that ran the original acceptance sample. The challenge sample will be tested for a complete gradation analysis and 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 No. 4 sieve and larger No 6 sieve to No. 80 sieve No 100 and No 200 sieve Asphalt binder % per Ise 1 1 L ±2 percent ±0.4 percent ±0.3 percent If the deviation of the challenge sample is within each parameter established, the acceptance sample will be used to determine to composite pay factor and the cost of testing will be deducted from any monies due or that may come due the Contractor under the contract, at the rate of $250 per test. If the deviation of the challenge sample is outside of any one parameter established, the challenge sample will be used to determine the composite pay factor and the cost of testing will be the Contracting Agency's responsibility. D. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T 308 Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T 27&T11. E. Reject Mixture 1 Rejection by Contractor. The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested, and evaluated for acceptance 2 Rejection Without Testing. The Engineer may, without sampling, reject any batch, load, or section of roadway that appears defective in gradation or asphalt binder content. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested Acceptance of rejected material will be based on conformance with the 84 statistical acceptance specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material, and in addition, the cost of sampling and testing shall be borne by the Contractor. However, if the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency and the HMA will be compensated at a CPF of 0.75 If rejection occurs after placement and the CPF is greater than 0.75, compensation for the rejected HMA will be at the calculated CPF with an addition of 25 percent of the unit contract price added for placement and removal costs 3 A Partial Sublot. In addition to the preceding random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in gradation or asphalt binder content. Such isolated material will not include an original sample location A minimum of three random samples of the suspect material will be obtained and tested The material will then be evaluated for price adjustment in accordance with the statistical evaluation section This material will be considered a separate lot. 4. An Entire Sublot. If an entire sublot is rejected in accordance with Section 1-06.2, four additional random samples from this sublot will be obtained and the sublot evaluated as an independent lot with the original test result included as a fifth test with the new independent lot instead of with the original lot. 5. A Lot in Progress. The Contractor shall shut down operations and shall not resume HMA placement until such time as the Project Engineer is satisfied that specification material can be produced: a. When the Composite Pay Factor (CPF) of a lot in progress drops beiow 1 00 and the Contractor is taking no corrective action, or b. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or c. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 6 An Entire Lot. An entire lot with a CPF of less than 0.75 will be rejected The designated percentage reduction as defined in Section 1-06.2(2)B under Financial Incentive Paragraph 1, Item 3, shall be 25 percent. 5-04.3(9) Spreading and Finishing The HMA shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the HMA mixture. Unless otherwise directed by the Engineer or specified in the Plans or in the Special Provisions, the nominal compacted depth of any layer of any course shall not exceed the following depths: HMA Class E HMA Class A and B when used for Base Course HMA Class A, B, and F HMA Class G HMA Class D 85 0.35 foot 0 35 foot 0.25 foot 0 10 foot 0 08 foot On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand When more than one JMF is being utilized to produce HMA, the material produced for each JMF, shall be placed by separate spreading and compacting equipment. 5-04.3(10) Compaction 5-04.3(10)A General immediately after the HMA mixture has been spread, struck off, and surface irregularities adjusted, it shall be thoroughly and uniformly compacted. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, or irregularities and in conformance with the iine, grade, and cross-section shown in the Plans or as established by the Engineer. If necessary, the mix design may be altered to achieve desired results. Compaction shall take place when the HMA is in the proper condition so that no undue displacement, cracking, or shoving occursAll compaction units shall be operated at the speed, within specification limits, that will produce the required compaction Areas inaccessible to large compaction equipment shall be compacted by mechanical or hand tampers Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt binder, or is in any way defective, shall be removed and replaced at no additional cost with fresh HMA which shall be immediately compacted to conform with the surrounding area The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided specification densities are attained. An exception shall be that the pneumatic tired roller shall be used between October 1 and April 1. Coverage's with a vibratory or steel wheel roller may precede pneumatic tired rolling. When HMA Class D is being constructed, the use of pneumatic rollers will not be required. Vibratory rollers shall not be operated in the vibratory mode when the internal temperature of the HMA is less than 175°F without permission of the Engineer In no case shall a vibratory roller be operated in a vibratory mode when checking or cracking of the mat occurs at a greater temperature Vibratory rollers in the vibratory mode are also prohibited on bridge decks. 5-04.3(10)B Control HMA Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than .75 when evaluated in accordance with Section 1-06.2(1), using a minimum of 91.0 percent of the reference maximum density as determined by WSDOT FOP for AASHTO T 209. The reference maximum density shall be determined as the moving average of the most recent five determinations for the lot of HMA being placed. The specified level of density attained will be determined by the statistical evaluation of five nuclear density gauge tests taken in accordance with WAQTC FOP TM 8 and WSDOT SOP T 729 on the day the HMA is placed (after completion of the finish rolling) at locations determined by the stratified random sampling procedure conforming to WSDOT Test Method 716 within each density lot. The quantity represented by each density lot will be no greater than a single day's production or 400 tons, whichever is less. The final lot for each day of paving may be increased to 600 tons. 86 The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed within one working day. Acceptance of pavement compaction will be based on the statistical evaluation and CPF so determined For compaction lots falling below a 1.00 pay factor and thus subject to price reduction or rejection, cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after paving. The cost for the coring expenses when the core results indicate the specified level of relative density within a lot has not been achieved, will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $125 per core At the start of paving, the Contractor must demonstrate to the Engineer that the HMA is compactable by constructing compaction test section(s). Test section(s) shall be constructed using the compaction train and a variety of rolling patterns that the Contractor expects to use in the paving operation. A test section will be considered to have established compatibility, based on the results of three density determinations, when the average of the three tests exceeds 92 percent of Rice or when all three tests individually exceed 91 percent of Rice. This will require consideration of the presence of a correlation factor for the nuclear gauge and may require final resolution after the factor for the gauge is known. A minimum 1.00 compaction pay factor shall be used until a gauge correlation factor is known, and until the HMA is considered compactable. When construction of the test section(s) has demonstrated that the HMA is not compactable, paving must stop. To resume paving, all factors contributing to compaction shall be analyzed and Engineer approved changes made, which may require a new mix design. When paving is resumed, the Contractor must again, as previously defined, demonstrate that the HMA is compactable. If the Contractor does not construct test section(s), the HMA is considered compactable and all HMA placed will be evaluated according to Section 5-04 3(10)B. HMA Class A, B, E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA Class D and preleveling HMA shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the density, the Engineer may also isolate from a normal lot any area that is suspected of being defective in relative density Such isolated material will not include an original sample location. A minimum of 5 randomly located density tests will be taken. The isolated area will then be evaluated for price adjustment in accordance with the statistical evaluation section, considering it as a separate lot. 5-04.3(11) Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course must be discontinued for such a length of time that the HMA will cool below compaction temperature. When the work is resumed, the previously compacted HMA shall be cut back to produce a slightly beveled edge for the full thickness of the course Where a scheduled transverse joint or when an unscheduled joint that must be left in place after a workshift is being made in the wearing course, strips of heavy wrapping 87 paper shall be used. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving When the transverse joint will be open to traffic a temporary wedge of HMA shall be constructed 50H:1V or flatter The material that is cut away shall be wasted and new HMA shall be laid against the fresh cut. Rollers or tamping irons shall be used to seal the joint. The longitudinal joint in any one course shall be offset from the course immediately helnw by not more than F inches nnr lass than 2 inches. Al! longitiudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the traveled way. Except, on one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. If a hot -lap joint is allowed, two paving machines shall be used; a minimum compacted density in accordance with Section 5_04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, the Contractor shall construct longitudinal joints between the HMA and the cement concrete pavement. The joint shall be sawed to the dimensions shown on Standard Plan A-1 and filled with joint sealant meeting the requirements of Section 9-04.2. 5-04.3(12) Vacant 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than [1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2 Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Project Engineer Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Project Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Project Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500 00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found 88 When Portland cement concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the plan grade minus the specified plan depth of Portland cement concrete pavement. Prior to placing the Portland cement concrete pavement, any such irregularities shall be brought to the required tolerance by grinding or other means approved by the Project Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the roadway shall be paved before the utility appurtenances are adjusted to the finished grade 5-04.3(14) Planing Bituminous Pavement The surface of existing pavements or the top surface of subsurface courses shall be planed to remove irregularities and to produce a smooth surface. Planing shall be performed in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. The surface of the underlying pavement shall be slightly grooved or roughened sufficiently to ensure a bond when overlaid. The planings shall become the property of the Contractor and shall be removed from the right-of-way. The planings may be utilized as RAP, within the requirements of Section 5-04.2 or 9-03.21. The Contractor shall dispose of all other debris resulting from the planing operation in a Contractor -provided site off the right-of-way. For mainline planing operations, the equipment shall have automatic controls, with sensors for either or both sides of the equipment. The controls shall be capable of sensing the proper grade from an outside reference line, or a mat -referencing device. The automatic controls shall also be capable of maintaining the desired transverse slope. The transverse slope controller shall be capable of maintaining the mandrel at the desired slope (expressed as a percentage) within plus or minus 0.1 percent. 5-04.3(15) HMA Road Approach HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Project Engineer. The work shall be performed in accordance with Section 5-04. 5-04.3(16) Weather Limitations HMA for wearing course shall not be placed on any traveled way between October 1 of any year and April 1 of the following year without written approval from the Project Engineer. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F, without written permission of the Engineer. HMA Class D shall not be placed when the air temperature is less than 60°F. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the HMA mixtures• 89 Surface Temperature Limitations Compacted Thickness Sub -Surface (Feet) Surface Course Courses Less than 0.10 55 F 55 F 0.10 to 0.20 45 F 35 F 0.21 to 0.35 35 F 35 F More than 0.35 DNA 25 F* *Only on dry subgrade, not frozen and when air temperature is rising 5-04.3(17) Paving Under Traffic When the roadway being paved is open to traffic, the following requirements shall apply The Contractor shall keep on -ramps and off -ramps open to traffic at all times except when paving the ramp or paving across the ramp. During such time, and provided that there has been an advance warning to the public, the ramp may be ...I.......J for the time ed to place _U ,.a th HM 1.1 1IOL closed IVI 11IG Illll 111 lllil 11 LIIIIC required lV iJIQVC and I.UIIIpaLI 111G HMA. 111 IIVL weather, the Project Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing a ramp, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route Ramps shall not be closed on consecutive interchanges at the same time. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit contract prices for the various bid items involved in the contract. 5-04.3(18) Vacant 5-04.3(19) Sealing of Pavement Surfaces Where shown in the Plans, the Contractor shall apply a fog seal Before application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal shall be CSS -1 or CSS -1 h uniformly applied to the pavement free of streaks and bare spots at the rate 0 03 to 0.05 residual gallons per square yard. The emulsified asphalt shall be diluted at a rate of one part water to one part emulsified asphalt unless otherwise directed by the Engineer. The emulsified asphalt shall be applied within the temperature range specified in Section 5-02.3(3) Unless otherwise approved by the Project Engineer, the fog seal shall be applied prior to opening to traffic. 5-04.3(20) Anti -Stripping Additive When directed by the Engineer, an anti -stripping additive shall be added to the HMA material in accordance with Section 9-02.4. 5-04.3(21) Asphalt Binder Revision When the Contracting Agency provides a source of aggregate, the expected percentage content of new asphalt binder in the resulting HMA will be identified in the contract documents. 90 Should the actual percentage of new asphalt binder required by the job mix formula for HMA produced with Agency -provided aggregate vary by more than plus or minus 0.3 percent from the amount shown in the documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice cost to the Contractor. No adjustment will be made when the Contractor elects not to use a Contracting Agency -provided source, or when no source is made available by the Contracting Agency.[Added for PG binders] 5-04.4 Measurement HMA CI PG _ or HMA for _ CI _ PG _ or 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 HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(8)A, the material removed will not be measured Preparation of Untreated Roadway will be measured by the mile once along the centerline of the main line roadway. No additional measurement will be made for ramps, auxiliary lanes, service roads, frontage roads, or shoulders. Measurement will be to the nearest 0.01 mile. No specific unit of measure will apply to the force account item of Crack Sealing Soil Residual Herbicide will be measured by the mile for the stated width to the nearest .01 mile or by the square yard, whichever is designated in the proposal. Pavement Repair Excavation Incl. Haul will be measured by the square yard of surface marked prior to excavation. Asphalt for Prime Coat will be measured by the ton in accordance with Section 1-09.2. Prime Coat Aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the proposal. Asphalt For Fog Seal will be measured by the ton, before dilution, in accordance with Section 1-09.2. Longitudinal Joint Seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing Bituminous Pavement will be measured by the square yard. Temporary Pavement Marking will be measured by the linear foot as provided in Section 8- 23 4. Removing Temporary Pavement Marking will be measured by the linear foot as provided in Section 8-23 4 Water will be measured by the M gallon as provided in Section 2-07.4. No specific unit of measure will apply to the calculated item of Anti -Stripping Additive. No specific unit of measure will apply to the calculated item of Job Mix Compliance Price Adjustment. No specific unit of measure will apply to the calculated item of Compaction Price Adjustment. 91 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal. "HMA Cl. PG ", per ton "HMA for Approach Cl. _ PG ", per ton. "HMA for Preleveling Cl. PG ", per ton. "HMA for Pavement Repair Cl. PG ", per ton "Commercial HMA", per ton The unit contract price per ton for "HMA 01. _ PG ", "HMA for Approach CI _ PG ", "HMA for Preleveling Cl. _ PG ", "HMA for Pavement Repair CI PG ", and "Commercial HMA" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this sub -section and which are included in the proposal. "Preparation of Untreated Roadway", per mile. The unit contract price per mile for "Preparation of Untreated Roadway" shall be full pay for all work described under Section 5-04 3(5)B, with the exception, however, that all costs involved in patching the roadway prior to placement of HMA shall be included in the unit contract price per ton for "HMA CI _ PG " which was used for patching If the proposal does not include a bid item for "Preparation of Untreated Roadway", the roadway shall be prepared as specified, but the work shall be included in the contract prices of the other items of work. All costs for asphalt tack coat shall be included in the unit contract price per ton of the HMA. "Crack Sealing", by force account. "Crack Sealing" will be paid for by force account as specified in Section 1-09.6 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Soil Residual Herbicide ft. Wide," per mile, or "Soil Residual Herbicide", per square yard The unit contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(5)0. "Pavement Repair Excavation Inci Haul", per square yard 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 "Asphalt for Prime Coat", per ton. The unit contract price per ton for "Asphalt for Prime Coat" shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5- 04.3(5)B. "Prime Coat Aggregate", per cubic yard, or per ton. The unit contract price per cubic yard or per ton for "Prime Coat Agg " shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. "Asphalt for Fog Seal", per ton. The unit contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the fog seal as 92 specified. If there is no bid item and a fog seal is required, it shall be applied and the work shall be included in the unit contract prices of the other work items "Longitudinal Joint Seal", per linear foot. The unit contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to perform the work described in Section 5-04.3(11) "Planing Bituminous Pavement", per square yard. The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the work described in Section 5-04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5 "Removing Temporary Pavement Marking", per linear foot. Payment for "Removing Temporary Pavement Marking" is described in Section 8-23 5 'Water", per M gallon. Payment for "Water" is described in Section 2-07.5. "Anti -Stripping Additive", by calculation. "Anti -Stripping Additive" will be paid for in accordance with Section 1-09.6 except that no overhead, profit or other costs shall be allowed. Payment shall be made only for the invoice cost of the additive. The quantity of asphalt binder shall not be reduced by the quantity of anti -stripping additive used. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Job Mix Compliance Price Adjustment," by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.5(1)A. "Compaction Price Adjustment," by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5-04.5(1)B. 5-04.5(1) Quality Assurance Price Adjustments All HMA will be subject to price adjustments for Quality of HMA and Quality of HMA Compaction based on the Acceptance Plans in effect for each class of HMA within the contract. For the purpose of providing a common proposal for all bidders, the Contracting Agency has estimated a calculated amount for all price adjustment items and has entered these amounts in the proposal to become a part of the total bid by the Contractor. 5-04.5(1)A Price Adjustments for Quality of HMA Statistical analysis of quality of gradation and asphalt binder content will be determined based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing 1, 3/4 , 5/8, 1/2, and 3/8 sieves 2 All aggregate passing No 4 sieve 6 All aggregate passing No. 10 sieve 10 All aggregate passing No. 40 sieve 6 All aggregate passing No 200 sieve 20 Asphalt cement 52 93 Factors for Open Graded Mix Constituent Factor "f" AH aggregate passing 1/2 sieve 10 All aggregate passing 3/8 sieve 15 All aggregate passing No. 4 sieve 40 All aggregate passing No 8 sieve 15 All aggregate passing No 200 sieve 20 Note Open graded mix shall be evaluated for gradation only The quality incentive multiplier for open -graded mix shall be 40 percent rather than 60 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 1 Statistical Evaluation. For each lot of HMA produced under Statistical - Evaluation, a Job Mix Compliance incentive Factor (JMCIF) will be determined. The JMCIF equals the algebraic difference between the CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the JMCIF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 2. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further statistical evaluation When one or more constituents fall outside the job mix formula, the lot shall be evaluated to determine the appropriate CPF. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) Will be determined. The NCMF equals the difference between the CPF and unity with regard to sign multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 3 Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside tolerances, the lot shall be evaluated to determine the appropriate CPF. The tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 00 When less than three sublots exist backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 5-04.5(1)B Price Adjustments for Quality HMA Compaction For each compaction control lot, a Compaction Incentive Price Adjustment Factor (CIPAF) will be determined. The CIPAF equals the difference between the Composite Pay Factor and unity with regard to sign multiplied by 40 percent. The Compaction Compliance Price Adjustment will be calculated as the product of CIPAF, the quantity of HMA in the compaction control lot in tons, and the unit contract price per ton of HMA. 94 CITY REVISION HOT MIX ASPHALT (*****) APWA. 5-04.3(13) Surface Smoothness (APWA Only) The last paragraph is revised with the following When utility appurtenances such as manhole rings and covers and valve boxes are encountered or are to be located within the asphalt pavement area, these items are either to be removed or not put in place until after the paving operation has been completed The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures, and new Monument Cases for all monuments as shown on the plans Utility Castings shall not be adjusted until the pavement is completed, at which time the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus 2 feet. The new rim shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1-1/2 " below the finished pavement surface On the following day, the concrete, the edges of the asphalt concrete pavement and the outer edge of the casting shall be painted with hot asphalt cement. Class G asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies 5-04.3(15) Asphalt Concrete Approach (APWA Only) Add the following to the sentence "or reconstructed," after the word "constructed". 5-04.3(17) Paving Under Traffic (APWA Only) Revise the last paragraph and sentence as follows: Change the phrase "except temporary pavement markings," to "including temporary pavement markings," 95 5-04.5(1) Quality Assurance Price Adjustment (APWA Only) This Section is deleted. 5-04.5(1)A Price Adjustments for Quality of HMA (APWA Only) This Section is deleted 5-04.5(1)B Price Adjustments for Quality HMA C:nmp ctinn (APWA Oniy) This Section is deleted. SECTION 7 - TECHNICAL SPECIFICATIONS Z:\JAN\SPECS\04070-YK.wpd 7-1 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON STANDARD SPECIFICATIONS FOR SUMMITVIEW SCHOOL SIDEWALK PROJECT City Project No. 2091 HLA Project No. 04070 The 2004 Standard Specifications for Road, Bridge and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. 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. Z:\JAN\S PECS104070-YK.wpd 7-2 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR SUMMITVIEW SCHOOL SIDEWALK PROJECT Project No. 04070 CONTENTS PAGE NO. WORK SUMMARY .. 7-4 1-01 DEFINITIONS AND TERMS .. .... . . ... . 7-4 1-02 BID PROCEDURES AND CONDITIONS 7-5 1-03 AWARD AND EXECUTION OF CONTRACT 7-6 1-04 SCOPE OF THE WORK . . 7-7 1-05 CONTROL OF WORK 7-9 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 7-16 1-08 PROSECUTION AND PROGRESS 7-18 1-09 MEASUREMENT AND PAYMENT 7-22 1-10 TEMPORARY TRAFFIC CONTROL 7-25 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 7-26 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 7-27 2-03 ROADWAY EXCAVATION AND EMBANKMENT . 7-28 2-07 WATERING 7-30 3-01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 7-31 3-02 STOCKPILING AGGREGATES 7-31 4-04 BALLAST AND CRUSHED SURFACING 7-31 5-04 HOT MIX ASPHALT ... ... 7-31 5-05 CEMENT CONCRETE PAVEMENT .... 7-33 7-04 STORM SEWERS 7-34 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS .. 7-35 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS .. 7-37 8-04 CURBS, GUTTERS, AND SPILLWAYS 7-39 8-14 CEMENT CONCRETE SIDEWALKS . . 7-40 8-12 CHAIN LINK FENCE AND WIRE FENCE 7-41 9-16 FENCE AND GUARDRAIL 7-41 Z:\JAN\SPECS\04070-YK.wpd 7-3 SPECIAL PROVISIONS FOR CITY OF YAKIMA SUMMITVIEW SCHOOL SIDEWALK PROJECT Project No. 04070 WORK SUMMARY Modify existing 65th Avenue, from West Chestnut Avenue to approximately 200 LF north of barge street and West Chestnut AvenuP from 65th Avenue to the easterly property line of Summitview Elementary School including furnishing all labor, materials, and equipment required to construct approximately 1,450 LF of new cement concrete curb and gutter, 760 SY of new 4 -inch thick cement concrete sidewalk, 335 SY of new 6 -inch thick cement concrete sidewalk/driveway, 200 tons of hot mix asphalt, storm drainage facilities, and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004, referenced codes and organizations, and these Special Provisions. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004 NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2004 WSDOT/APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2004 WSDOT/APWA STANDARD SPECIFICATIONS" AS DIVISION 1-99. 1-01 DEFINITIONS AND TERMS 1-01.3 DEFINITIONS The terms defined in SECTION 1-01 3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 Z:\JAN\SPECS\04070-YK.wp d 7-4 Consultant. The terms "Contracting Agency," "Owner," and "Engineer" are interchangeable. Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Owner's Resident Engineer who observes the Contractor's performance. Standard Specifications. Working Drawings The 2004 Standard Specifications for Road, Bridge, and Munici- pal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describ- ing salient features, performance curves, or samples of fabri- cated and manufactured items (including mechanical and electrical equipment) required for the construction project 1-02 BID PROCEDURES AND CONDITIONS 1-02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1-02.4(1) GENERAL Add the following paragraph. No pre-bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1-02.6 PREPARATION OF PROPOSAL Delete the second paragraph and replace with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non-responsive 1-02.9 DELIVERY OF PROPOSAL Delete the first sentence and replace it with the following - Clearly identified sealed bids will be received at the following location before the specified time. Z:\JAN\SPECS\04070-YK.wpd 7-5 Office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1-02.13 IRREGULAR PROPOSALS SECTION 1-02.13 of the Standard Specifications is revised as follows: Revise Item 1.a to read, "The bidder is not prequalified when so required;" Add Item 2.e. as follows e If changes to proposal form entries are not initialers 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.2 AVYARD OF CONT RAC T Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency The Contractor shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1-03.3 EXECUTION OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency -prepared Contract, an insurance certification as required by SECTION 1-07.18, and a satisfactory bond as required by law and SECTION 1-03.4. Failure to return the required documents within the allotted time shall be considered as non-responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1-03.5 1-03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of one year from and after the final acceptance thereof by the Con- tracting Agency. In addition to the requirements for the Contract Bond according to SECTION 1-03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. Z:JAN\SPECS\04070-YK.wpd 7-6 1-03.7 JUDICIAL REVIEW Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1-04 SCOPE OF THE WORK 1-04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifica- tions but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1-04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment, (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1-09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change/changes. Z:\JAN\SPECS\04070-YK.wpd 7-7 1-04.4(1) MINOR CHANGES (New Section) Payments or credits for changes amounting to $5,000 or less may be made under the bid item "Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4, Changes The Contractor will be provided a copy of the completed order for Minor Change. The agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1-04.5. Payments or credits will be determined in accordance with Sections 1-09 4 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Changes" in the Proposal to become a part of the total bid by the Contractor. The Contractor is advised that this item may or may not be utilized in this project. 1-04.6 INCREASED OR DECREASED QUANTITIES Add the following: The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1-04 6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. All Bid Items 1-04.11 FINAL CLEANUP Add the following. Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1-04.12 WASTE SITE (NEW SECTION) The following new section shall be added to the Standard Specifications' Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. Z:\JAN\SPECS\04070-YK.wpd 7-8 1-05 CONTROL OF WORK Add the following. The Contractor's attention is specifically directed to the following provisions of this SECTION 1-05: • SECTION 1-05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7 • SECTION 1-05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4, and 5. • SECTION 1-05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRAC- TOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1-05.1 AUTHORITY OF THE ENGINEER Add the following. Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1-05.3 PLANS AND WORKING DRAWINGS Delete the third through fifth paragraphs of SECTION 1-05.3 of the Standard Specifications and replace them with the following: The submittal of Shop Drawings will not be required for this project, nor will the Engineer review any Shop Drawings submitted by the Contractor. If Shop Drawings are submitted, they will be marked "NOT REVIEWED" and returned to the Contractor. The materials and quality of the final constructed product are shown on the Plans and specified herein It shall be the Contractor's responsibility to verify all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data to assure all portions of the work are coordinated and completed in compliance with the Plans and Specifications The Contractor assumes full responsibility for all means, methods, sequences, techniques or procedures of construction, and to safety precautions or programs incidental thereto. 1-05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications. Z:\JAN\SPECS\04070-YK.wpd 7-9 The Contractor shall maintain a neatly marked, full-size set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1-05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES 1-05.4(1) ROADWAY AND UTILITY SURVEYS (APWA ONLY) Add the following: (ROAD PROJECTS) The Consultant will establish the line and grade of proposed construction by offset stakes and "blue top" hubs as defined below. The Contractor shall establish grades from the Consultant's stakes at suitable intervals in accordance with good practice and which meet with the approval of the Engineer. Where any information on the Plans is insufficient for establishing line and/or grade, the Contractor shall request additional information from the Consultant. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are directed by the Engineer. The Consultant will perform all surveying necessary to check compliance with the Specifications and as required for measuring the quantities of work as specified The Contractor shall furnish assistance to the Engineer in checking depth and measuring quantities for payment purposes. Offset stakes will be provided by the Consultant one time only for back of curb alignment/top of curb grade at fifty (50) foot intervals, and at all curb returns and catch basins The Con- sultant will provide slope staking one time only in areas of significant sloping, establish the centerline for minor structures, and establish bench marks at convenient locations for use by the Contractor. The Consultant will provide "blue top" hubs one time only at fifty (50) foot intervals at subgrade at curb and gutter The Contractor shall request subgrade "blue top" hubs in accordance with staking request procedures herein specified. The Contractor shall be responsible for installing "blue top" hubs at fifty (50) foot intervals for each course of aggregate. All costs of staking performed by the Contractor shall be considered incidental to the various bid items of the project. Any charges incurred by the Consultant to replace stakes, markers, and monumentation which were not to be disturbed but were damaged by the Contractor's operations, shall be calculated on an hourly basis at the Consultant's normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time and overtime The Contractor does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. Z: \JAN \ SPECS \04 0 70-Y K. w p d 7-10 Any claim by the Contractorfor extra compensation by reason of alterations or reconstruction work allegedly due to error in the Consultant's line and grade, will not be allowed unless the original control points set by the Consultant still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Consultant. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer and Consultant. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. (PIPE PROJECTS) The Consultant will establish the line and grade of proposed construction by offset stakes. The Consultant will establish the centerline for minor structures and establish bench marks at convenient locations for use by the Contractor The Contractor shall establish grades from the Consultant's stakes at suitable intervals in accordance with good practice and which meet with the approval of the Engineer Where any information on the Plans is insufficient for establishing line and/or grade, the Contractor shall request additional information from the Consultant. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are directed by the Engineer. The Consultant will perform all surveying necessary to check compliance with the Specifications and as required for measuring the quantities of work as specified. The Contractor shall furnish assistance to the Engineer in checking depth and measuring quantities for payment purposes. Any charges incurred by the Consultant to replace stakes, markers, and monumentation which were not to be disturbed, but were damaged by the Contractor's operations, shall be calculated on an hourly basis at the Consultant's normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time and overtime. The Contractor does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Consultant 's line and grade, will not be allowed unless the original control points set by the Consultant still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Consultant. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer and Consultant. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.4(3) CONSTRUCTION STAKING REQUESTS (NEW SECTION) The following new section shall be added to the Standard Specifications:. All staking requests shall be made on the "Construction Staking Request Form" found on the following page The form shall be delivered or faxed to the Consultant's office at least three (3) working days prior to the date requested for staking. The Contractor shall provide a brief description of the staking needed, the approximate location (station to station), and when the staking will be required. The request shall be reviewed with the Consultant and both parties shall sign the form. When the staking is completed, the survey party chief will initial and date the form. Requests for re -stakes shall be marked boldly in the description and initialed by both the Contractor and the Consultant . Z:\JAN\SPECS\04070-YK.wpd 7-11 CONSTRUCTION STAKING REQUEST FORM Project: CITY OF YAKIMA City Project No. 2091 Contractor• SUMMITVIEW SCHOOL SIDEWALK PROJECT HLA Project No 04070 Date of Request: Time of Request The Contractor shall provide at least three (3) working days notice as required by the Contract Special Provisions. WHEN REQUIRED ITEM DESCRIPTION STATION TO STATION DATE TIME 2. 3. 4. SIGNATURES STAKING COMPLETED Item By Date/Time 1. Huibregtse, Louman Associates, Inc. Contractor Z:\JAMS P E C S\04070 -Y K.wpd 7-12 2. 3. 4. 1-05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications. The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1-05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The following new section shall be added to the Standard Specifications: If, within one year after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non -defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1-05.7 of these Specifications. The Contractor agrees the above one-year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9 16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1-05.11(1) SUBSTANTIAL COMPLETION DATE (APWA ONLY) Add the following: To be considered substantially complete, the following conditions mustbe met: 1 The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2 Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work 1-05.16 WATER AND POWER (APWA ONLY) Add the following. Water for streets and pipe trenches shall be furnished and applied in accordance with these provisions and SECTION 2-07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant Z:\JAN\S PECS\04070-YK.wpd 7-13 or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1-05.18 TESTING (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall be responsible for scheduling and paying for all material testing required by these Contract Documents. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer L_ and I to the L... _L: _ t-.._.--._ The L._..,L:.-... Engineer for review approval prior pr ecur rstr ucuur i coniiei er ice. i he testing frequencies listed below may be modified to assure compliance with the Specifications Trench Backfill Copies of moisture -density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of mainline pipeline trench and one (1) test for each street crossing At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot, and 3 -foot depths below finish grade. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required trench backfill densities. All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Roadway Embankment Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 2,000 square feet of surface area for each lift of roadway embankment. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Roadway embankment compaction shall be as specified in SECTION 2-03.3(14). Z:\JAN\SPECS\04070-YK. wpd 7-14 Roadway Subgrade Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 2,000 square feet of subgrade. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Copies of the moisture density curves for each type of material incorporated into the project and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 2,000 square feet of surface area for each lift of ballast or crushed surfacing. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04 3(5) Cement Concrete Curb, Gutter, and Sidewalk A copy of the cement concrete design mix or certification from the concrete supplier that the concrete provided has been prepared to the strength requirement as specified elsewhere in these Specifications. Concrete strength cylinders shall be taken and tested each day, and every fourth truck load of concrete delivered to the job All testing procedures shall be conducted in accordance with applicable Sections of Division 6-02 of the Standard Specifications Copies of all test results shall be provided to the Engineer as construction progresses. Asphalt Paving Copies of the maximum Rice density test for each class of asphalt pavement and copies of all test results shall be provided to the Engineer as construction progresses Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 2,000 square feet of surface area for each lift of asphalt pavement. Z:\JAN\SPECS\04070-YK.wpd 7-15 The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities Compaction of asphalt pavement shall be as specified in SECTION 5-04.3(10)B. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 LAWS TO BE OBSERVED Amend the second sentence of the first paragraph to read. The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1-07.9(5) REQUIRED DOCUMENTS Add the following. If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10-0010 Yak.E. 1-07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction 1-07.15 TEMPORARY WATER POLLUTION/EROSION CONTROL Replace the second paragraph with the following The Contractor shall perform all temporary water pollution/erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. Payment for all work necessary to comply with Section 1-07 15 shall be included in other various bid items, and no separate payment shall be made. 1-07.17 UTILITIES AND SIMILAR FACILITIES Add the following Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall Z:\JAN\SPECS\04070-YK.wpd 7-16 be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1-800-553-4344 If no one -number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiar- izing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed con- struction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) Add the following Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc., and all subcontractors as "additional insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty-five (45) days written notice has been given to the Owner The certificate shall not contain the following or similar wording regarding cancellation notification. "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." 1-07.23 PUBLIC CONVENIENCE AND SAFETY 1-07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5 The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open. Z.\JAN\SP ECS\04070-YK.wpd 7-17 Add the following to the sixth paragraph: 7 Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at !east 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re -opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons 1-07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: AH work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) The following new section shall be added to the Standard Specifications. When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1-08 PROSECUTION AND PROGRESS 1-08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph. The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall be executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and/or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1-08.0(3). Z iJAN\SPECS\04070.Y K. wpd 7-18 1-08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following' Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1-08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resident Engineer will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him 1-08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. 1-08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Z;JAN\SPECS\04070-YK.wpd 7-19 Washington State �� Department of Transportation Request to Sublet Work ❑ Subcontractor ❑ Lower Tier Subcontractor -prime Contractor Federal Employer I.D Number * State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number * Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor * if no Federal Employer I.D Number, Use Owner's Social Security Number Item No. Partial Item Description Amount 1 understand and will insure that the subcontractor will comply fully with the plans and specifications under which this work is being performed. Prime Contractor Signature Date Department of Transportation Use Only Percent of Total This Request Previous Sublet to Contract % ❑ DBE ❑ MBE ❑ WBE Remarks: Requests % Date % Project Engineer ❑f Approved _... Date Approved - Region Construction Engineer (When Required) Date nbution. Revised 6/97 ite (Ongmal) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1-08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only) SECTION 1-08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. The Contractor shall not delay the start of construction activities The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1-08 10(1) of the Standard Specifications 1-08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following - Forty (40) working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of all Contract work. All work shall be completed before May 27, 2005. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclem- ent" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. Delete Item f found in the APWA Supplement. 1-08.9 LIQUIDATED DAMAGES The provisions of SECTION 1-08.9 of the Standard Specifications shall be modified as follows: Z:\JAN\SPECS\04070-YK.wpd 7-21 Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If the Contract work is not completed within the times specified in SECTION 1-08.5, the Contractor agrees to pay to the Owner the sum of $800 00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1-08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of Transportation" with "Contracting Agency." 1-09 MEASUREMENT AND PAYMENT 1-09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Add the following The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self -printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1-09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1-09.6, Force Account. 1-09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shah include "jobsite overhead " The term "general company overhead" shall include "home office overhead." 1-09.9 PAYMENTS (APWA ONLY) Add the following The estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Z:\JAN\SPECS\04070-YK.wpd 7-22 Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made. The City will submit all payable invoices to the State of Washington Traffic Safety Commission for reimbursement, and payment is anticipated to be made within 30 calendar days from said submittal. Failure to submit an Application for Payment within the required time may delay action by the Con- tracting Agency's governing body and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1- 08 Prosecution and Progress before the first payment is made. 1-09.9(1) RETAINAGE Delete the last sentence of the second paragraph. A retainage bond will not be accepted. Add the following to the fourth paragraph: 5 An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1-09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39 12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations. 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6) 4. Landscape damage assessments per Section 1-07.16. 5. For overtime work performed by Contracting Agency personnel or its repre- sentative, per Section 1-08.0(3) 6. Anticipated or actual failure of the Contractor to complete the Work on time. a. Per Section 1-08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, Z:\JAN\S PECS104070-YK. ,vpd 7-23 approved unavoidable delays, and suspensions of the Work. The amount withheld underthis subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7 Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. ls. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized work (Section 1-05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Com- pliance in lieu of material testing and inspection as required by Section 1- 06.3. P Faili irP to s uhrnit wPPkl\/ nayrnllc Intent to Pay Prn\iailinn \Alage forme nr correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9 f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15 -calendar day period. 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith If legal action is instituted to determine the validity of the claims prior to expiration of the 15 - day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1-7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. 1-09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon Z:\JAN\SPECS\04070-YK.wpd 7-24 receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1-09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1-09.11 DISPUTES AND CLAIMS 1-09.11(3) TIME LIMITATIONS AND JURISDICTION Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2(2) TRAFFIC CONTROL PLANS Delete the entire section and replace with the following: The Contractor shall prepare a signing plan showing the necessary Class A and B con- struction signing and barricades and traffic control devices required for the project and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Temporary Traffic Control Devices," per lump sum. Z: \JAN1S P E C S\04070-YK, wpd 7-25 1-10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1-10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City or County, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted The third paragraph is revised as follows: Delete item 2. o RCVIJC RCM J UJ ICc7U. Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1-10.5 PAYMENT Section 1-10.5 shall be revised as follows: Class A and Class B construction signs and labor for traffic control, including flagging when necessary, shall be considered incidental to the Contract bid item for "Temporary Traffic Control Devices," per lump sum. All costs for furnishing, erecting, and maintaining Class A and Class B construction signs and for providing traffic control labor shall be included in the Contract bid item "Temporary Traffic Control Devices," per lump sum, and no further payment for such work will be made. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 DESCRIPTION Add the following: In no case shall the Contractor be required to clear and grub beyond the right of way line, except as specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the facility. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all mail boxes, small trees, shrubs, street signs, culverts, irrigation facilities, or other similar obstructions which lie in or near the line of work and are not intended for removal Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. Z:\JAN\SPECS \04070-YK.wpd 7-26 2-01.3(5) FENCING (NEW SECTION) Add the following new section: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed alignments. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The removal and replacement of all fencing shall be done at the Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental and all costs for performing this work shall be included in the lump sum bid item for "Clearing and Grubbing." 2-01.5 PAYMENT Add the following: There will be no bid item for "Roadside Cleanup " All roadside cleanup work shall be con- sidered incidental to the lump sum item of "Clearing and Grubbing." 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(2) REMOVAL OF BRIDGES, BOX CULVERTS, AND OTHER DRAINAGE STRUCTURES Add the following: Where structures or installations of concrete, brick, blocks, etc., interfere with the construc- tion, they shall be removed and any pipe openings shall be properly plugged watertight with Class 3000 concrete, or with mortar and masonry, blocks, or brick. The removal and plugging of pipes shall be considered as incidental to the construction and costs thereof and shall be included in other items of work. Where the structures are removed, the voids shall be backfilled with suitable, job -excavated material and compacted, and such work shall be considered as incidental to the removal work. If the Engineer determines the job -excavated material to be unsuitable for backfill, the Contractor shall place ballast or crushed surfacing material as directed by the Engineer. 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS Add the following: Where shown on the Plans or as directed by the Engineer, the Contractor shall be required to remove existing pavement, sidewalks, curbs, etc., which are outside the right of way line and are required to be removed for construction of the improvements. In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be Z:\JAN\SPECS\04070-YK.wpd 7-27 damaged prior to asphalt paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. No separate payment shall be made for saw -cutting pavement. 2-02.5 PAYMENT Add the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of SECTION 2-02 will be considered as incidental work to the various bid itPmc and nn cPnarSltP navmant will hp mariA 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION Add the following: Street excavation shall consist of removing the existing material of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross- section shown on the Plans or as staked in the field. The material to be excavated shall be classified as "Roadway Excavation Including Haul." Where directed by the Engineer, the Contractor shall excavate beyond the right of way in order to adequately slope adjacent properties No additional compensation will be made for excavating outside the right of way. The Contractor shall use caution while performing roadway excavation. Heavy, rubber -tired equipment, particularly front end loader, shall limit their travel over a single area as much as possible. Trucks shall observe a 10 mph speed limit when traveling over exposed subgrade areas. 2-03.3(3) EXCAVATION BELOW GRADE Add the following: At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high moisture content shall be: 1. Aerated and allowed to dry, 2. Over -excavated and backfilled with ballast, 3. Or a combination of any of the above. Compensation for work done by the Contractor as described above shall be by increasing the quantities of the various appropriate bid items such as "Roadway Excavation Including Haul" and "Crushed Surfacing Base Course" and applying the unit bid price. No separate compen- sation will be made for any equipment, tools, materials, or labor required to perform this work. Z:\JAN\SPECS\04070-YK.wpd 7-28 2-03.3(7) DISPOSAL OF SURPLUS MATERIALS 2-03.3(7)A GENERAL Add the following: Excavated material shall be bladed or hauled to fill low sections within the project area, except for sod or extraneous material, which shall be hauled to waste. A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated material back of new curb, as directed by the Engineer. Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments Topsoil shall be saved to use for backfill adjacent to the new improvements. If additional topsoil is required, it shall be provided in accordance with SECTION 8-01 of these Special Provisions. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. 2-03.3(14)C COMPACTING EARTH EMBANKMENTS Compacting embankments and excavations shall be by Method "B" as specified under SECTION 2-03.3(14)C of the Standard Specifications 2-03.3(14)D COMPACTION AND MOISTURE CONTROL TESTS SECTION 2-03.3(14)D of the Standard Specifications shall be revised as follows: Compaction shall be 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when ready for in-place subgrade density tests. All costs associated with testing shall be the responsibility of the Contractor Placement of courses of aggregate shall not proceed until density requirements are met. 2-03.4 MEASUREMENT Replace with the following: Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this Contract, and the alignment, profile, grade, and roadway section as shown on the Plans and as staked by the Engineer. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankment. Z:\JAN\SPECS\04070-YK wpd 7-29 If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Copies of the ground cross-section notes will be available for the bidder's inspection, before the opening of bids, at the office of the Consultant. Upon award of the Contract, copies of the original ground cross-sections will be furnished the r..00cfi.I h;rlrInr nn rani!act to tha ('nnciiltant 2-03.5 PAYMENT Replace with the following: Payment will be made at the unit price bid for "Roadway Excavation Including Haul," per cubic yard, which shall be full compensation for all labor, equipment, tools, and materials necessary to complete this item as specified No separate payment shall be made for embankment compaction and all costs to perform this work as required shall be merged in the unit price bid per cubic yard for "Roadway Excavation Including Haul " 2-07 WATERING 2-07.1 DESCRIPTION Add the following. The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2-07.5 PAYMENT Replace with the following. Payment for water used for dust control, compaction, processing of base course and top course aggregates, and for other work shall be included in the other bid items involved, and no further payment shall be made. Z: \J A PAS P E C S \040 70-Y K. w p d 7-30 3-01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3-01.2 MATERIAL SOURCES, GENERAL REQUIREMENTS Add the following. No source has been provided for any materials necessary for the construction of this improvement. The Contractor shall make his own arrangements to obtain the necessary materials at his own expense, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved. 3-02 STOCKPILING AGGREGATES 3-02.2(2) STOCKPILE SITE PROVIDED BY CONTRACTOR Add the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3(5) SHAPING AND COMPACTION Add the following Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in-place ballast, base course, or top course density tests. All costs associated with testing shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt shall not proceed until density requirements are met. 5-04 HOT MIX ASPHALT 5-04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. The Contractor will be required to patch existing street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. Z: \JAN \SPECS \040 70-Y K. w p d 7-31 Asphalt surfaces shall be so constructed that the finished pavement will conform to the cross-section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5-04.3(2) HAULING EQUIPMENT Add the following Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt paving operation at proper asphalt mix temperatures Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5-04.3(7)A MIX DESIGN Add the following: The Contractor onLuactor shaII provide a rnix design, performed in accordance with WSOOT Method 702 (Hveem mix design), to the Engineer for approval at least 5 working days prior to any paving operation 5-04.3(10)B CONTROL Add the following: Each course of asphalt pavement shall be compacted to a minimum of 91 % of theoretical maximum Rice density, ASTM 2041 5-04.3(13) SURFACE SMOOTHNESS Add the following. Where directed by the Engineer, the Contractor shall feather the asphalt pavement in a manner to produce a smooth -riding connection to the existing pavement. Asphalt Pavement, HMA Class 'A' PG 64-28 shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing, and feathering the asphalt pavement shall be incidental to and included in the unit contract price per ton for "HMA Class `A' PG 64-28.11 5-04.3(15) HMA ROAD APPROACHES Add the following: Along the line of new work, it may be necessary to partially remove existing asphalt driveways or other paved off-street areas. These driveways will then be modified and reconstructed to fit the curb and sidewalk grade and to blend into the remaining driveway. Before excavating, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line, parallel to the curb where possible. Z:\JAN\S P E C S\04070 -Y K.wpd 7-32 The asphalt driveways shall be constructed of Asphalt Pavement, HMA Class 'A' PG 64-28 as specified in the Standard Specifications. 5-04.4 MEASUREMENT Add the following. Asphalt pavement will be measured by the ton with no deduction being made for the weight of the paving asphalt or any other component of the mixture. 5-04.5 PAYMENT Payment shall be in accordance with SECTION 5-04.5 of the Standard Specifications with the following modifications. Asphalt pavement shall be paid for at the unit price bid per ton for "HMA Class 'A' PG 64-28." The unit price bid shall be full compensation for the furnishing of all labor, equipment, and materials including paving asphalt required in the construction of each class of asphalt pavement. No additional payment shall be made for the excavation, trimming, sawcutting, sloping, backfill, tack coat, or any other work required to complete the job. Payment for asphalt patching of driveways, parking areas, and other off-street areas shall be at the unit price bid per ton for "HMA Class 'A' PG 64-28" and the unit price bid per ton for "Crushed Surfacing Top Course" and "Crushed Surfacing Base Course" for the actual quantities used. No additional payment shall be made for the excavation, trimming, sawcutting, sweeping, sloping, backfill, or any other work required to complete the job. 5-05 CEMENT CONCRETE PAVEMENT 5-05.3(18) CEMENT CONCRETE APPROACHES Add the following: Cement concrete driveways shall be constructed in accordance with Section 5-05.3(18) of the Standard Specifications with the following provisions: Cement concrete driveways shall be constructed to a thickness of six (6) inches and shall be reinforced as shown on the Plans. Cement concrete mix shall develop 2,500 psi strength in three days. 5-05.5 PAYMENT SECTION 5-05.5 of the Standard Specifications shall be revised as follows' The unit price bid for "Cement Concrete Sidewalk, 6 -Inch Thick," per square yard, shall be full compensation for constructing new cement concrete sidewalk and driveways as shown on the Plans. Z: \JAN \SPECS \0407 0-Y K. w p d 7-33 7-04 STORM SEWERS 7-04.1 DESCRIPTION Add the following: The term "storm drain(s)" shall mean the same as storm sewer(s) 7-04.2 MATERIALS Add the following The storm drain pipe approved for use on this project shall be as follows. 12 -INCH AND SMALLER PIPE PVC Pipe. Polyvinyl chloride (PVC) pipe shall conform with requirements specified I[1 SECTION 9-05.12(1) of the Standard Specifications (ASTM D 3034, SDR 35). The pipe joint type shall be restrained gasket. OR PE Pipe: Corrugated High Density Polyethylene (CPEP) pipe, couplings, and fittings shall comply with all the requirements of AASHTO M-252-851. Joints shall be water- tight. Pipe shall be as manufactured by Hancor, Advanced Drainage Systems, Inc , or approved equal PERFORATED PIPE The perforated storm drain pipe approved for use on this project for infiltration systems shall be as follows. PE Pipe: Corrugated High Density Polyethylene (CPEP) pipe, couplings, and fittings shall comply with all the requirements of SECTIONS 9-05.2(6) and (8) of the Standard Specifications. DRAIN ROCK: Drain rock for use as backfill for the perforated storm drain pipe shall be coarse aggregate conforming to the requirements for gravel backfill for drywelis, as specified in SECTION 9-03.12(5) of the Standard Specifications. 7-04.3(1) CLEANING AND TESTING 7-04.3(1)A GENERAL No infiltration or exfiltration test will be required for the storm drain pipe. 7-04.5 PAYMENT Add the following: Z:\JANI\SPECS\04070-YK.wpd 7-34 The unit price bid for "Solid Wall PVC Storm Sewer Pipe, 12 -Inch Diameter," per linear foot, shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including trench excavation and backfill, trench dewatering, imported pipe bedding material in the pipe zone, elbow fittings, compaction, and the connection to new drywell/manholes and catch basins. Payment for "Select Backfill, as Directed" shall be made at the unit contract price per cubic yard, which shall be full compensation for furnishing, hauling, placing, and compacting the material where directed by the Engineer "Shoring or Extra Excavation, Class B" shall be paid for by the linear foot. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 MATERIALS Section 7-05 2 of the Standard Specifications shall be revised as follows: Gravel Backfill for Drywells: Gravel backfill for drywells shall be as specified in Section 9- 03.12(5) of the Standard Specifications. Manhole Metal Castings. All cast iron frames and covers shall be as specified in SECTION 9-05 15(1) of the Standard Specifications. All cast iron frames and covers to be used on this project shall be of the type, weight, and size approved by the City of Yakima, and shall be furnished by the Contractor. Covers for sanitary sewer shall be stamped "SEWER." Covers for storm drain shall be stamped "STORM." Precast Concrete Catch Basin • Catch basins shall be constructed as shown on the detail sheet of the Plans. Catch basins shall be constructed of thirty (30) inch I.D. Washington State standard reinforced concrete culvert pipe using cast iron grating and frames as shown on the Plans. Catch Basin Metal Castings. All frames and grates shall be capable of withstanding, with a reasonable margin of safety, a concentrated load of 20,000 pounds and shall be as specified in SECTION 9-05 15(2) of the Standard Specifications. The grate shall be ductile iron and "bicycle safe." The contact surfaces of the frame and grate shall be machine finished to a common plane and shall be so cast as to prevent rocking. Frame, grate, and hood shall be Inland Foundry Co., Inc., No. 517, or approved equal 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE Delete and replace with the following. Manholes, water valve boxes, and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from refer- ences previously established by the Contractor Z:\JAN\S PECS104070-YK.wpd 7-35 The asphalt pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of frame plus 2 feet. The frame shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 11/2 inches below the finished pavement surface. On the following day, the concrete, the edges of the asphalt pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Class G asphalt shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and I Inifnrmity of nrarla ThP inint hat\Aieen the natrh anri the existing navernent shall then he painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies Utility structures outside paved areas shall be adjusted to match the finish grade of the area surrounding th structure. The Contractor hall r__....,- _n area d __:_:__u_- f -II root outside JUIIUUIIUIiIt�. the structure. I IIC I�VIILIdI:WI JIIdII form an d1Cc1 ct IIIIIIIIIIUIiI of UIIC foot UULJIUC the edges of the structure one foot deep, and pour and finish neatly with Class 3000 concrete to match the slope and grade of the adjacent area. The utility lid shall be cleaned of all concrete prior to acceptance. 7-05.5 PAYMENT Add the following. The unit price bid for "Precast Concrete Catch Basin, 30 -Inch Diameter," per each, shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including excavation, gravel base, connection to piping, backfill, compaction, and adjustment to finished gutter or pavement grade. The unit price bid for "Adjust Manhole to Grade," per each, shall be full compensation for all labor, tools, equipment, and materials necessary to adjust existing castings to finished pavement grade. The unit price bid for "Storm Drain Manhole, 48 -Inch Diameter," per each, shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including excavation, gravel base, connection to piping, backfill, compaction, adjustment to finished pavement grade, and accessories such as steps, rings, and covers, all as shown on the Drawings and as specified herein. The unit price bid for "Infiltration Trench, Type ," per linear foot, shall be full compensa- tion for all labor, tools, equipment, and materials required to construct the infiltration system including excavation, dewatering, drain rock, geotextiie fabric, plastic outlet pipe, perforated drain pipe, backfill, and compaction, as shown on the Plans and as specified herein. Shoring and cribbing or extra excavation shall be included in the unit price bid for "Shoring or Extra Excavation, Class B," as measured per linear foot of pipeline installed, and no separate payment will be made for that work required for manhole construction. Z:\JAN\SPECS\04070-YK.wpd 7-36 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 CONSTRUCTION REQUIREMENTS The Contractor shall notify the Utility Notification Center (one Call Center) at least 48 hours prior to start of excavation so that underground utilities may be marked Telephone number 1-800-553- 4344. 7-08.3(1)C BEDDING THE PIPE Add the following' Imported pipe zone bedding for flexible pipes shall be crushed surfacing top course meeting the requirements of SECTION 9-03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Pipe zone bedding for rigid pipes shall be native or imported gravel bedding material meeting the requirements of SECTION 9-03.12(3), or as approved by the Engineer 7-08.3(2)B PIPE LAYING - GENERAL Add the following' Detectable marker tape shall be installed over non-metallic pipe lines. The tape shall be placed approximately three feet above the top of the pipe and shall extend its full length. The horizontal location of the tape shall vary no more than 2 feet from the centerline alignment of the pipe. Detectable marker tape shall meet the requirements of SECTION 9-15.18 of the Standard Specifications. 7-08.3(3) BACKFILLING Add the following: Street crossing trenches and other locations as directed by the Engineer shall be backfilled for the full depth of the trench with select backfill meeting the requirements for crushed surfacing base course, in SECTION 9-03.9(3) of these Special Provisions. Delete the fourth paragraph and replace with the following: Mechanical compaction shall be required for all trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall be at least 95% of the maximum density as determined by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in-place density tests of the trench line. Density tests shall be taken at various depths in the trench. The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes. The cost of the backhoe and operator shall be considered incidental to the various bid items. All costs associated with testing shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements have been met. Z:\JAN\SPECS\04070-YK.wpd 7-37 The first 50 feet of trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques. The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Contractor will arrange for in-place density tests to be taken on the completed test section in accordance with the above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in-place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. Payment for mechanical compaction shall be included in the unit price bid for the specified pipe. 7-08.4 MEASUREMENT Delete the third paragraph and replace it with the following- There ollowing-I I l e VVIII be 1 I1J separate 11 Ile l LII ei I Iei Il or payment ILII plugging J pipe° Delete the last paragraph and replace it with the following Shoring or extra excavation will be measured by the linear foot. Supplement this section with the following. There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. The length and depth of "Select Backfill, as Directed" shall be field measured by the Engineer. The trench width payment line limit for "Select Backfill, as Directed" shall be as shown on the Plans No measurement or payment will be made for backfill material beyond the payment line limit. 7-08.5 PAYMENT Delete the ninth paragraph and replace it with the following The unit price bid for "Shoring or Extra Excavation, Class B," per linear foot, shall be full compensation for all labor, equipment, tools, and material required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfilling, and compaction, all as shown on the Plans and as specified herein. When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be fun pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Payment for "Select Backfill, as Directed" will be made at the unit contract price per cubic yard, which shall be full compensation for furnishing, hauling, placing, and compacting the material where directed by the Engineer. Z:\JAN\SPECS\04070-YK.wpd 7-38 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS, AND SPILLWAYS Add the following: Cement concrete curb and gutter constructed on this project shall be as shown on the Detail Sheet of the Plans. "Barrier" cement concrete curb and gutter as shown on the Detail Sheet shall be used on the roadway as shown on the Plans. "Driveway Depression" cement concrete curb and gutter as shown on the Detail Sheet shall be used at all driveway and wheelchair ramp locations as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter which does not comply with the section details on the Plans shall be removed and replaced at the Contractor's expense. A template shall be required to be placed at the back of curb for construction of driveway transitions from Barrier to Driveway curb and gutter. The template shall extend from the bottom of curb to the top of the curb, and shall have a minimum length of 8 feet, with the 6 - foot long transition centered in the template. The Contractor shall also be required to use a template at the back of Driveway Depression curb and gutter to ensure a straight and uniform back of curb in conformance with the Details. The new concrete curb and gutter shall be cured in accordance with SECTION 5-05.3(13)B of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations First-class workmanship and finish will be required on all portions of concrete curb and gutter work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. The Contractor shall be required to construct a minimum 20 linear foot section of curb and gutter which demonstrates quality which is acceptable by the Owner and Engineer. This "model" section will be referenced during construction for comparison to newly poured curb. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and gutter which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or methods. 8-04.5 PAYMENT SECTION 8-04.5 of the Standard Specifications shall be revised as follows: The unit price bid for "Cement Concrete Traffic Curb and Gutter," per linear foot, shall be full compensation for all labor, equipment, materials, and incidental costs required to construct Barrier and Driveway Depression curb and gutter, including curb and gutter adjacent to commercial driveway approaches, as shown on the Plans, including steel reinforcement in driveways or catch basins. Z:\JAN\SPECS\04070-YK.wpd 7-39 The unit price bid for "Cement Concrete Valley Gutter," per linear foot, shall be full compen- sation for all labor, equipment, materials, and incidental costs required to construct valley gutter at commercial driveway approaches and other designated locations, as shown on the Plans, including steel reinforcement. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(3) PLACING AND FINISHING CONCRETE Add the following: All sidewalks not located in driveway approach areas shall be four (4) inches in thickness. All concrete approaches located behind a Driveway Depression curb and gutter section shall be six (6) inches in thickness. All concrete slabs located in commercial driveway approaches shall be six (6) inches in thickness. Sidewalks shall be marked across the entire width every five (5) feet and with preformed asphalt impregnated joint fillers 3/8 -inch thick every twenty (20) feet. Concrete sidewalk shall be cured in accordance with SECTION 5-05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. Failure to properly secure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. Sidewalk ramps shall be constructed at all locations shown on the Plans, as shown on the Detail Sheet, including detectable warning material. First-class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed. Cement concrete sidewalk which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce sidewalk meeting the requirements of the Details and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment. 8-14.5 PAYMENT Change second paragraph to read. The unit price bid for ''Cement Concrete Sidewalk, -inch Thick," per square yard, shall be full compensation fo all labor, equipment, materials, and incidental costs required to construct sidewalk as shown on the Plans and specified herein, including sidewalk ramps, detectable warning material, and driveways. The crushed surfacing top course placed for the sidewalk subgrade shall be paid for under the Contract bid item "Crushed Surfacing Top Course," per ton. Z:\JAN\SPECS\04070-YK.wp d 7-40 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.4 MEASUREMENT Replace with the following• Chain link fence and wire fence, including all end, gate, corner, and pull posts, shall be measured by the linear foot of completed fence, along the ground line 8-12.5 PAYMENT Replace with the following: "Chain Link Fence, Type " shall be paid by the linear foot as described in Section 8-12 4 9-16 FENCE AND GUARDRAIL 9-16.1 CHAIN LINK FENCE AND GATES 9-16.1(7) CHAIN LINK FENCE FABRIC Delete the first sentence and replace it with the following: Chain link fabric shall consist of 9 gauge wire (0 148 inch diameter) for all fence types. Z:\JAN\SP ECS\04070-YK.wpd 7-41 j VVOOD AVE _ N 66TH AVE ♦R i� j v z — �� ( _7----2 / ( N l\ I .."--- NE DOUGLAS D DOUGLAS DR w UPLA [ GLACIER WAY A I N 571 z 0 a GLACIER WAY w Z z yy E ? a a w RICHEY RD n z w W LINCOLN AVE y a a i W LI ( q S <FV r- z1 ,. z z .. reRROOT 3 UPLANDS V w N. / ly N SKYLINE AVE HAVEN WAY BITTERROOT I � I m SU MITVIEW AVE _ w S :.GK \ N44TH AVE PROJ. -� 'BARGE ST w > w BARGE ST RV a BA GEST — z - WYAKiMAAVE WYA V• LOIN — J7,AVE ` I I Z x z Z W CHESTN AVE V G a ,� 11 ' a s a m . a a x a x .t x x )T McCARGAR X W WALNUT aVE > > yfR ��_ t0 h m m � m m y fR w z w y a s L h m a a N N E a N a N N l McCLAR_N 0 a, > M ADOW a. MEADOW a z >cCLREMST 11 \ a WEBS LINDGR:N m m DR -- w r a a a zl r a BRISTOL L— WAY a l �IyigTOlt- BRISTOL WAN U a ,e y m a, K m w a 1 (ID CO ARLINGTON STREET N N 00 h N N W NOB HILL BLVD 0 y 5 44TH AVE S 72ND AVE W PRASCH 4VE - w EXISTING FEATURES CONDUITS FENCE GAS UNE SANITARY SEWER DOMESTIC WATER STORM DRAIN OVERHEAD POWER IRRIGATION TREE U11UTY POE MANHOLE DRYWEIL CATCH BASIN FIRE HYDRANT WATER VALVE WATER BLOWOFF SPLICE BOX STREET UGHT WATER METER VICINITY MAP UP OM' 0 ow oce FH wv 0) Bo El ❑WM LEGEND NEW FEATURES NEW ASPHALT CONCRETE PAVEMENT NEW CURB AND GUTTER NEW CEMENT CONCRE1E SIDEWALK NEW HANDICAP RAMP NEW CATCH BASIN NEW STORM DRAIN MANHOLE SOJD STORM DRAIN PIPE PERFORATED STORM DRAIN PIPE • DATUM ELEVATION Y.T.I.D. BM #406, 60D NAIL 0.50' ABOVE GROUND SOUTH FENCE OF UTILITY POLE #220506, NORTH SIDE OF INTERSECTION OF 48th & SUNNI -NEW, NGVD 29. ELEVATION: 1232.10 CITY OF YAKIMA Summitview School Sidewalk Project North 65th Avenue/West Chestnut Avenue CITY PROJECT NO. 2091 HLA PROJECT NO. 04070 FEBRUARY 2005 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GENERAL NOTES AND TYPICAL SECTIONS SHEET 3 PLAN AND PROFILE - N. 65th AVENUE SHEET 4 PLAN AND PROFILE - WEST CHESTNUT AVENUE SHEET 5 PLAN AND PROFILE - WEST CHESTNUT AVENUE SHEET 6 DETAILS Huibregtse, Lounian Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue ❖Yakima, WA 98902 (509) 966-7000 ❖ FAX (509) 965-3800 Hulbregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue +Yakima, WA 98902 (509) 966-7000+• FAX (509) 965-3800 EXPIRES f,..,. 8, 1006 TI JOB NUMBER: 04070 DATE. 01-12-05 FILE NAMES. DRAWING: cover.dwg City of Yakima Summitview School Sidewalk Project North 65th Avenue and West Chestnut Avenue REVISION DATE DESIGNED 8Y- MTB ENTERED BY KDY COVER SHEET SHEET 1 OF 6 GENERAL NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND THE SPECIAL PROVISIONS OF THE CITY OF YAKIMA. 2. ROADWAY EXCAVATION AND EMBANKMENT QUANTITIES SHOWN ON THE PLANS ARE NEAT LINE, CALCULATED QUANTITIES FOR INFORMATIONAL PURPOSES, AND NO SHRINK/SWELL FACTORS HAVE BEEN APPLIED. 3. THE CONTRACTOR IS ADVISED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES SHOWN HEREON IS BASED UPON UTILITY INFORMATION OF RECORD, INFORMATION PROVIDED TO HUIBREGTSE, LOUMAN, ASSOCIATES, INC., AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. 4 THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION OF EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. 5. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. RESTORATION AND REPAIR SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY. 6. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION REQUEST CENTER NOT LESS THAN 72 HOURS NOR MORE THAN 10 BUSINESS DAYS BEFORE ANY EXCAVATION, TO REQUEST FIELD LOCATIONS OF UTILITIES. THE TELEPHONE NUMBER FOR THE ONE CALL CENTER FOR THIS PROJECT IS 1-800-4241-5555. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH PROJECT IMPROVEMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING, VERIFICATION OF EXISTING UTILITY LOCATIONS, OR ADJUSTMENT OF GRADES. 7. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. NO BURNING WILL BE ALLOWED. THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL SITE AT HIS OWN EXPENSE FOR THE DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, DEBRIS, WASTE MATERIAL, AND ANY OTHER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173-304, SUBCHAPTER 461. 8. AT ALL TIMES DURING CONSTRUC11ON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ON—SITE EROSION DUE TO WIND AND RUNOFF. 9. A PRECONSTRUCTION MEETING WITH THE LOCAL JURISDICTION/PUBLIC WORKS AND ENGINEERING DEPARTMENT, THE CONSULTING ENGINEER, THE CONTRACTOR, AND INTERESTED UTILITY COMPANIES SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUC11ON. CITY INSPECTOR SHALL BE GIVEN 48—HOURS MINIMUM NOTICE PRIOR TO THE START OF WORK. 10. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED SANITARY FACILITES FOR BOTH CONTRACTOR'S AND SUBCONTRACTOR'S EMPLOYEES FOR THE DURATION OF THE PROJECT SCHOOL FACILITIES SHALL NOT BE USED BY THE CONTRACTOR OR SUBCONTRACTORS. 11 THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON—SITE AT ALL TIMES. 12. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT/APWA SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND THE ENGINEER ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 13. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY 14. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT OF WAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL SECTIONS OF THE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 1-10, TEMPORARY TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS—BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF YAKIMA INSPECTOR AT ALL TIMES. THE CONTRACTOR SHALL DELIVER THESE DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE WORK. 18. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 7:00 P.M. EVERY DAY UNLESS OTHERWISE APPROVED BY THE CITY R/W 30' R/W R/W 17' NEW R/W 5' S/W 18.5' PROFILE ELEVATION wAraminiammanut 0.33' CEMENT CONCRETE EXISTING ASPHALT PAVEMENT SECTION DEPTH VARIES 0.2' C.S.T.C. CEMENT CONCRETE CURB & GUTTER 0.2' HMA 0.3' C.S.T.C. 0.5' C.S.B.C. TYPICAL SECTION 65th AVENUE, STA. 10+21 TO STA. 16+50 WEST CHESTNUT AVENUE, STA. 16+50 TO STA. 19+24 30' EXISTING R/W 7' S/W 23' • 4 ► t R/W 12' PROFILE ELEVATION CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE VALLEY GUTTER EXISTING ASPHALT PAVEMENT SECTION DEPTH VARIES 0.33' CEM CONCRETE SIDEWALK 0.2' C.S.T.C. * CATCH SLOPES AS REQUIRED TO CATCH 1' OUTSIDE EXISTING SCHOOL PAVEMENT EDGE. 0.2' HMA 0.3' C.S.T.C. 0.5' C.S.B.C. TYPICAL SECTION WEST CHESTNUT AVENUE, STA. 20+00± TO STA. 22+90± Hulbregtse, Lowman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue •:'• Yakima, WA 98902 (509) 966-7000 FAX (509) 965-3800 JOB NUMBER: 04070 DATE. 01-12-05 FILE NAMES. DRAWING. cover.dwg City of Yakima Summitview School Sidewalk Project North 65th Avenue and West Chestnut Avenue REVISION DATE DESIGNED BY. ENTERED BY. MTB KDY GENERAL NOTES AND TYPICAL SECTIONS SHEET 2 OF 6 8" PVC A 0 LAWN LIGHT SIGN. 0PB 10+00 + 0 0) ut 0 GRAVEL AHMANN 181320-41002 STA. 10+99, 16' LT. ADJUST MANHOLE TO FINAL GRADE. LAWN GRAVEL 0) 0 N I CONC. MANTEY (181320-41003 FILL CATCH - UNE, TYPICAL LAWN HEDGE S 0'38'29” E 11+00 „SAW CUT STA. 10+21*, LT. BEGIN CONSTRUCTION OF NEW CONCRETE CURB. GUTTER, AND SIDEWALK. MATCH EXIST. ELEVATIONS. T.C. EL. 1246.11 TRANSI110N CURB UNE TO STA. 12+44, 18.5' LT. STA. 11+67, 12' LT. ADJUST EX. MANHOLE TO FINAL GRADE. COaa CO 55 n 0) N 0 N LAWN m 0) N 0, 0 ADAMS (181320-41004 STA. 15+63, LT. CONSTRUCT NEW COMMERCIAL APPROACH. MATCH EXISTING ELEVATIONS ON YAKIMA AVENUE. STA. 13+13, LT. REMOVE AND DISPOSE OF EXISTING TREE STUMP RP y - STA. 13+31.30 33.5' LEFT 32't TO BK ROBILLARD 181320-41006 ASPHALT SA CUT LAWN ' GN, ., , =n11 _� I as N .I= ftll STU ip..iii.... Fa.... ss ss a s'8" PVC ss 7.1 al ss ss ss ss / NOTE: SEE SHEET 4 FOR MAILBOX SCHEDULE AND DRAINAGE STRUCTURE NOTES. REMOVE EXIST. CONCRETE CURB AND GUTTER AND EXIST ASPHALT PVMT, BOTH SIDES YAK. AVE. RP STA. 13+93.20 33.5' LEFT \ 'A .411111 JOHNSON 181320-41007 STA. 14+06, 14' LT. ADJUST EXISTING MANHOLE TO FINAL GRADE. 12 00 1,444,41 STA. 14+60, 27 LT. ADJUST EXISTING MANHOLE TO FINAL GRADE. GOMEZ (-181320-41012 SEPTIC TANK LAWN 0 10 20 40 v .nN I .......f. .• ss 3+00 RIGHT OF WAY, CENTERLINE ASPHALT STA. 12+44. 18.5' LT. END CURBUNE TRANSITION FROM STA. 10+ 21 t. 0 _o 0 North 65th Avenue EXCAVATION = 105 C.Y EMBANKMENT = 98 C.Y. NOTE: EXCAVATION AND EMBANKMENT 4UANTITIES SHOWN' ARE RAW QUANTITIES AND NO SHRINK/SWELL L FACTORS; HAVE BEEN_APPLIED,' THE CONTRACTOR SHALL BE RESPONSIBLE_ FOR SHRIINK SWELL DETERMINATIONS. 114+00 _1 S 0'38'29" E 15+00 In 0) o i.) EXIST. CENTERLINE ASPHALT STRIPE CJ MATCHLINE 1250:-__ 12451 - _ 1240 1235 1225' 1220 EXISTING -GROUND --- _. --- AT ROAD CENTERLINE ' n .-0 MI VT + 4 di to 0 N N N W ' ' 007 N - EXISTING GROUND , 17' LEFT M Fl a'- VI w- `4.87x, "4.33q 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1250 1245 1240 1235 1230 1225 1220 Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue .Yakima, WA 98902 (509) 966-7000 4•FAX (509) 965-3800 JOB NUMBER: 04070 DATE. 01-12-05 FILE NAMES: DRAWING. Sheets.dwg PLAN: 04070.dwg PROFILE: RCPRF001.dwg City of Yakima Summitview School Sidewalk Project North 65th Avenue REVISION DATE DESIGNED BY- MTB ENTERED BY: KDY PLAN AND PROFILE SHEET 3 OF 6 DRAINAGE STRUCTURE NOTES NO. STATION/OFFSET TYPE RIM ELEV IE IN IE OUT D1 N. 65TH AVE., STA 13+31.30, 18' LT INSTALL NEW CATCH BASIN AND 8 L.F., 1233.80 -- 1230.55 12" DIA. STORM SEWER PIPE TO #2. / TYPE 02 N. 65TH AVE., STA 13+31.30, 26' LT INSTALL NEW STORM DRAIN MANHOLE, 48 IN. DIA. 1234.0 1230.00 1229.00 WITH MANHOLE LID AND 38 L.F INFILTRATION TRENCH. 17+95 - TRENCH DIMENSIONS. 5' WIDE, 5' DEEP, 38' LONG. 2 18+73 / D3 N. 65TH AVE., STA 16+00.00, 18' LT INSTALL NEW CATCH BASIN AND 8 L.F., 1225.86 -- 1222.61 12" DIA. STORM SEWER PIPE TO #4. D4 N. 65TH AVE., STA 16+00.00, 26' LT INSTALL NEW STORM DRAIN MANHOLE, 48 IN. DIA. 1226.0 1222.45 1221 45 WITH MANHOLE LID AND 38 L.F INFILTRATION TRENCH. TRENCH DIMENSIONS. 5' WIDE, 5' DEEP, 38' LONG. D5 O WEST CHESTNUT AVENUE STA. 19+24.0, 16' LT INSTALL NEW CATCH BASIN AND 42 L.F., 1218.70 1215.45 12" DIA. STORM SEWER PIPE TO #6. 8WEST D6 CHESTNUT AVENUE STA 19+57.87, 40.5' LT INSTALL NEW CATCH BASIN AND 32 L.F., 1217.30 1214 05 1214 05 12" DIA. STORM SEWER PIPE TO #7 0WEST D7 CHESTNUT AVENUE STA. 19+91 75, 35' LT INSTALL NEW CATCH BASIN AND 24 L.F., 1216.80 1213.50 1213.50 12" DIA. STORM SEWER PIPE TO #8. OD8 WEST CHESTNUT AVENUE STA. 20+15, 28' LT INSTALL NEW STORM DRAIN MANHOLE, 48 IN. DIA. 1217.0 1213.00 1212.00 WITH MANHOLE LID AND 35 L.F INFILTRATION TRENCH. TRENCH DIMENSIONS. 10' WIDE, 4' DEEP, 35' LONG. O09 WEST CHESTNUT AVENUE STA. 22+80.5, 16' LT INSTALL NEW CATCH BASIN AND 18 L.F., 1211 90 -- 1208.65 12" DIA. STORM SEWER PIPE TO #11. WEST CHESTNUT AVENUE STA. 23+50, 25' LT INSTALL NEW CATCH BASIN AND 84 L.F., 1211.14 -- 1207.89 12" DIA. STORM SEWER PIPE TO #11 - ® WEST CHESTNUT AVENUE STA. 22+64, 24' LT INSTALL NEW STORM DRAIN MANHOLE, 48 IN. DIA. 1212.5 1207 47 1206.50 WITH MANHOLE LID AND 52 L.F INFILTRATION TRENCH. 1207 47 TRENCH DIMENSIONS. 10' WIDE, 4' DEEP, 52' LONG. - - MAILBOX SCHEDULE STATION LT RT ITEM DESCRIPTION NORTH 65TH AVENUE 11+30 / TYPE 2 12+35 / TYPE 2 WEST CHESTNUT AVENUE 17+20 / TYPE 2 17+95 / TYPE 2 18+73 / TYPE 2 AS SHOWN ON PLANS, DENOTES MAILBOX LOCATION PER MAILBOX SCHEDULE SHOWN ON THIS SHEET VERIFY FINAL SUPPORT TYPE AND LOCATION PRIOR TO ORDERING OR CONSTRUCTION. INSTALL MAILBOX SUPPORTS PER THE STANDARD PLANS MAILBOX SCHEDULE NOT TO SCALE NOTE: ALL STAIR AND HANDRAIL SHALL BE CONSTRUCTED PER THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. 1-1/2" DIAM. PIPE RAIUNG AND SUPPORTS NON -SLIP 1-1/2" ABRASIVE ALUMINUM NOSING EMBEDDED INTO CONCRETE, TYPICAL. 9'-4"± TOTAL LENGTH INDIVIDUAL TREAD RUN 2'- V-0" MAX. 6" CONC. WALL EA. SIDE OF STAIRS 3/8" EXPANSION JOINT MATERIAL EL. 1217.01 inualmay, _ 5" MIN.i 2" CSTC, COMPACTED DEPTH #4 © 18" 0.C.E.W 3 NOSE BAR, TYPICAL 3/8" EXPANSION JOINT MATERIAL 1-1/2" DIAM. PIPE RAILING AND SUPPORTS 6" CONC. WALL EACH SIDE OF STAIRS. #5 TOP AND BOTTOM LONGITUDINAL, AND #4 ® 18" 0.C. VERT COMPACTED SUBGRADE SECTION VIEW INTERMEDIATE -HANDRAIL PER I.8.C. 8'-0" STAIR TREAD 00 N FRONT VIEW CONCRETE STAIR AND HANDRAIL STA 12+30, 50' LT NOT TO SCALE CONC. SIDEWALK IN FRONT MATCHLINE NEW NEW CROSSWALK PAINT BY CITY FORCES. 0 co N Z• < STA. 16+00 W N S 10 20 E 40 MIN STA. 18+06, LT. I DUFFIELD CONSTRUCT NEW DAUENHAUER RP GOMEZ HANDICAP ACCESS STA. 16+92.82 (181320-41012) (181320-41011) RAMP WITH (18132110,;„,.4;110: 00 r�,p7 9 41.5' LEFT I DRIVEWAY ACCESS. xl + ��� tih 0 CON( LAWN CON( LAWN CONC LAWN CONC LAWN CON( won CONC C7 I �O .. WM U : WM:: :: WM JAMr N h 1 i `, -,1SAW CUT i West Chestnut Avenue 1 ASPHALT 111 50.00 PI Sta=1 UT U 7 0 n N 0 4, R/W CENTERLINE S 89'42'04" E + in NEW CROSSWALK PAINT BY CITY FORCES. EXCAVATION = 45 G.Y. EMBANKMENT = 14 C.Y 00 0 a 4, 0 N 0 e- 1 (r) LJ z J S 1- T0P OF 'CURB PROFILE, 16.5' LEFT Q - -2:70z EXISI1NG GROUND' AT ROAD CENTERLINE EXIS-TING_ GROUND" $7,' LEFT 1205 16+00 17+00 18+00 19+00 - 1205 Huibregtse, Lowman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue •)Yakima, WA 98902 (509) 966-7000 + FAX (509) 965-3800 1 EXPIRES 6. 2006 1 JOB NUMBER: 04070 DATE: 01-12-05 FILE NAMES: DRAWING: Sheets.dwg PLAN: 04070.dwg PROFILE: RCPRF001.dwg City of Yakima Summitview School Sidewalk Project West Chestnut Avenue REVISION DATE DESIGNED BY. ENTERED BY. MTB KOY PLAN AND PROFILE SHEET 4 OF 6 STA. 19+40, 25' LT. REMOVE EXISTING CATCH BASIN. PLUG EXISTING PIPE TO MANHOLE. W. 1/4 COR., SEC. 21 T 13 N., R. 18 E.,W.M. B.C. FOUND a rO N VERIFY FINAL RAMP LOCATION PRIOR TO CONSTRUCTION. z STA. 15+63, LT. CONSTRUCT NEW COMMERCIAL APPROACH. STA. 19+23, 23' LT. ADJUST VALVE TO FINAL GRADE. 1225' 12201 1215 0 0 1- W z J 2 Q RP STA. :+24 51.51- FT._ 5'Sw ASPHALT 0 10 20 40 REMOVE AND DISPOSE OF 5 EA. TREES AND ROOT BALLS, STA. 20+20, 42' LT. TO STA. 22+50, 42' LT SIGN WEST VALLEY SCHOOL 208 (181321-32004 SUMMITVIEW ELE ENTARY FLAG SIGN POLE ! \ - \ \ \� \ `'�0' �\ \ \ uU'4�`jCH\ \ \�St, E, TYPtQ�AL rv� 11M11111 �a A MB SIDEWALK CONSTRUCT NEW CONC. STAIRS W/HANDRAILS. SEE DETAIL, SHT 4. x '0 CONSTRUCT NEW 1.5' WIDE ASPHALT STRIP BETWEEN NEW CURB AND SIDEWALK TO UMITS SHOWN. CONSTRUCT NEW CHAIN LINK FENCE, TYPE 6, AT BACK OF CURB, APPROX. 120 LF CONSTRUCT NEW CHAIN LINK FENCE, TYPE 6, AT BACK OF SIDEWALK, APPROX. 29R L. bry EXISTING CHAIN UNK FENCE TO BE REMOVED 8Y SCHOOL DISTRICT. COORDINATE CONST. CONC 4' P 0FSLOP TO OFuSL PE r -O So cn TO 1.0 0 STA. 19+45, 17' LT. ADJUST EX. MANHOLE TO FINAL GRADE. ` SW COR., SEC. 21 T 13 N., R. 18 E.,W.M. 2" B.C. IN CASED MON. FND. STA. 20+50, 18' LT. ADJUST EX. MANHOLE TO FINAL GRADE. W ) 0) REMOVE AND RESET EXIST. SCHOOL SIGN. COORD. FINAL SIGN LOCATION W/SCHOOL. SEE DETAIL THIS SHEET. 127 ASPHALT So West Chestnut Avenue CONSTRUCT APPROX. 265 LF OF' CEMENT CONCRETE VALLEY GUTTER. SEE DETAIL. So J t EXISTING 7. -..';':,.TREE TO REMAIN EXCAVATION = 350 C.Y (SEE NOTE, THIS SHEET) 11; cp STA. 23+20, LT. CONSTRUCT NEW COMMERCIAL ryrvo mN 4100, 0 in 8' PV STA. 23+20, 16' LT. ADJUST EX. MANHOLE TO FINAL GRADE. 11 NOTE: ALL PAINT STRIPING BY CITY OF YAKIMA. RP STA. 23+73.78 51.5' LEFT GEORGE am 181321-32439 CULVERT TO BE PLUGGED AND ABANDONED. 0 SS � m o STA. 23+60, 5' LT. ADJUST EX. MANHOLE TO FINAL GRADE. N • • o _ o -- F ▪ _- G __ —1.63X TOP OF CURB- ---•.-.---- �. TOP-OF'CURB PROFILE.. 16.5' LEFT --- PROFILE, 39' LEFT • EMBANKMENT = 35 C.Y NOTES. 1. THE CONTRACTOR IS ADVISED THAT COORDINATION OF CONSTRUCTION WITH SUMMITVIEW ELEMENTARY SCHOOL ACTIVITIES SHALL BE REQUIRED. INGRESS AND EGRESS TO THE SCHOOL SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SUMMITVIEW SCHOOL SPRING BREAK WILL OCCUR APRIL 4 - APRIL 8, 2005. 2. TOPSOIL FROM EXCAVATION FOR SCHOOL PARKING AND SIDEWALK IMPROVEMENTS SHALL BE SEPARATED AND USED AS BACKFILL BEHIND OVERALL PROJECT SIDEWALK IMPROVEMENTS. �4+00 S 89'42'04" E gXca W SEE SP_OT_ELEVATIONS_ PIAN _ 1210' 1195 - 19+00 �f.28T 0 0 N 0 , o N_ TOP OF CURB _ o -, - J V PR . __-- PROFILE, 39' LEFT c4 _ - .N ; i• ._.�.-_-.-,F -- EXISTING GROUND EXISTING GROUND, i tT LEFT - EXISTING -GROUND - AT ROADCENTERLINE-- . G w _ — N 39' LEFT —;76. 97 _ -14 A0 00 M t.---"-"-SEE-SPOT ELEVA'110NS -_ DN-PLAN--- �� - 20+00 Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue :• Yakima, WA 98902 (509) 966-7000 'FAX (509) 965-3800 'EXPIRES ➢w.. 6, 20 21+00 - 22+00 - 23+00 JOB NUMBER: 04070 - DATE: 01-12-05 FILE NAMES. DRAWING: Sheets.dwg PLAN: 04070.dwg PROFILE: RCPRF001•dwg 1210 1205 2697.92' RR SPIKE —s FOUND 8' OP EPS§ mir OPEN HOUSE TONIGHT SEPT. 7 EVERYONE WELCOME COFFEE AND COOKIES 0 EXISTING SIGN AND POLE TO BE RELOCATED. COORDINATE FINAL SIGN LOCATION WITH SCHOOL. —6' DIAM. POLE • 1.200/ 3' x 3' x 3' v/ 1195 24+00 SCHOOL SIGN CONCRETE BASE NOT TO SCALE City of Yakima Summitview School Sidewalk Project West Chestnut Avenue REVISION DATE DESIGNED BY ENTERED BY - MTB KDY PLAN AND PROFILE SHEET 5 OF 6 lO 4Ig4• LARies FEDI NFC \ ' ' CATS 0.50' THICK CONCRETE 0.20' COMPACTED DEPTH CSTC CONSTRUCTION --` JOINT � CONCRETE DRIVE 6"-0' ASPHAT UNE ' FOR 'ASPHALT REPAIR' FlOIff AND CRATE NTH SOUR UO MARKED bRAUI'� PERF. STORM DINAR PIPE • . . 4....iiii 4'-0' PAYMENT LN E LIMIT FOR I LI PI P ► (RUSHED SURFACING BASE CORSE (SELECT BACKFILL), AS DIRECTED SEE DETAILS KETALS FOIt SURFACING REPAIR �� pp WNL WALL EE,, P 41001H PPE STUB FOR HANDICAP RAMP SZE AND AISONT SEE STAMARD OETAUS '1 3 ✓/ ,�✓s �- '15 0—I 'MTN' T I �_� I ri\rj`rj" 4,0080 \ �i��ri��r` � \ \ p�o���wv tier p�' / _ ALTERNAAT BA OPTKSLOP AT �r TL C 661RACICR SHALL BE RESPCISNOE / TPARENT RENCH SECITSS FRP( WEER LAYIN BAC( TRENCH SIDES AT RL CONTRACTOR'S / °PRO. NO MEASUREMENT OR PAYMENT NIL BE MADE BEYOND THE PAYMENT INIT. ' / //�/���� 24' DIA STSIlia REINFORCED 9l8 48' DIA ' ' SW >� DIA m 4 a 2' WIRES SPOOL 9 OA.1275 4 � I' 9 CONCRETE RANKLE AOAP70REACH �% PLANS II. e1M _ THOUGH MIS ON SDE CF M40 AROUND EACH nun' 4 NOTES APPURTENANCE. ®. 0. �rll 1. THROUGH JOINTS MATH 3/8' JOINT MATERIAL SHALL RR++ g $ �w IN 1i tuE ii A' 3�I aHl, w s gf. NIIt �' �tfi� fi X40 ���������� `r�r�i�r�r�r�r� r `D�ri�ri4rirr i� SOME EARTH TYPICAL • e' PPE ZONE 4 , `v� r� FOLNDATIGN TRENCH NATIVE MATERIAL SHAT 6E USED FCR BACNFlLI. EXCEPNTH TCRUSLD S1ROAD � BAS: COIWrSE (SELECT BACFLL) AS DIRECEED BY AHE art CRUSHED SURFACING TOP COURSE ' $HAIL BE USED FON PPE 214E RAISIN. �pr� ,,`\ r ��O�', ii SECTION NOTE: FINAL DRIVEWAY PLAN OIMESIONS VARY. SEE PLANS FOR INDIVIDUAL - - - DRIVEWAY DIMENSIONS. 0.20' COMPACTED DEPTH HMA 0.40' COMPACTEO� ASPHALT DRIVE 4 i I � 111 illii, T 20' INTERVALS OR MATCH EXISTING CBE PLACED URB JOINTS. . . M 81166 _ 4 SUP FIT 10 SPOOL• Io MUST BE REMOVABLE / f � 15 OR AS DIRECTED CRUSHED SURFACJNG TOP COHSE, COMPACTED LFERrcQ 2 1 1/2' DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING IV INTERVALS / / s 1056-1212 COUPLING �' (H EQ VERIFY SZE PEC. FOR RPE DIAMETERS. 3. 'v GROOVES SHALL BE PLACED AT 5 INTERVALS r '4O6dOA/."04werizsda.feroC//0�.6.r TO SOX MAXIMUM 5ENSTY w_ _- -. -� _ _ 6 / 4. AU. JOINTS, 'V' GROOVES, AND EDGES SHAT BE FINISHED 1NTH AN EDGER HAVING A t/4' RADIUS. ' LYN 6' GRAOE 60 RENE sn. 0.23 SQ IN/FT EACH WAY CAST IN PLACE WADE 60 015 SQ IN/FT PRECAST BASE 1Y [1 RETNF. sn. EACH WAY FlRC�O/ELR TO INSURE BEFORE FkO1 ASS7ABLY 1Y PVC ELBOW SUP FIT TO SPOq, � BE �� CONCRETE MANHOLE ADAPTOR 5. SEE PLANS FOR 'MOTH AND POSITION OF SDEWALK. -, DEPTH CSTC RESIDENTIAL DRIVEWAY BASE STORM DRAIN w/ INTEGRAL RISER MANHOLE, 48" DIA. OUTLET PIPE DETAIL SIDEWALK JOINTING DETAIL NOT TO SCALE NOT 270 SCALE CITY STANDARD DETAIL R 12 NOT TO SCALE NOT 7W SCALE NOT TO SCALE A---, SEE SHEET 4 ORIENTA71ON FOR RE'S OF PIPES, AND sin ANO TRENCH LENGTH.SEE CONCRETE AfH01 FLANS WgiH PER YMC 864.050 .. ' .•�` .� '. :. , •. ;- i, :. • •.NOTE: -.. _ I RP 1$. Ii SEE PUNS 1 RP RAMP TocnLE _'• /"�= :. ". \ ` A H t �` ®� ,--i iV:w' rv+' 5 J A AAMST Fat TDP OF IHoao N MATCH IOP O' DINE. ` GOEW7Ex ° A' ° > �,�`�!_-1„116, �t1,��..._./ 5 PLAN cGLe6vAnaN tune a GUTTER CATCH BASIN FRAME, CUTE k ROOD. MAIM FGLIMRT N0. 517 CR APPROVED Eg1N_ (SOWN HTULR ORATE) SURFACING 1AUII�81MIpy i )� RAMP CGLPigHATOI SEE RASP DETAIL . ]A>m �, INCE AR110UR-TLE:::':: TM MOTEL CAST-IN-FLAE EINISI 3/I ` B ' � a OOO J -I B 1 A st ° °° • • — s ° 5.800 EM T ✓ °.. Ss CAPP °.• _ OR APPROVED EQUAL TRUNCATED NO - WARNING PATTERN `J :a..DEIN AMMERLc LoLLwLOLOLwIo�_ 3/8' COMM �BASE . 7r TE A - AT m 61€R L ,LINT STANDARD S ✓f/ IT.. =sru«rA 6' �y� ROQf 0 R CIA STORM DRAIN RANKLE A -• 1:2 Q4OJT R48' lir a H� Ar sA `\ r 'r a� �; -I h' "4 I H/� . RASED CURBING MAY OIVEMAY ,APRHDAGaH CCNINUE SIE AREAS. SURFACNG GUTTER- a RIES: a6m RL IS wu NOT BE CURET INTEGRAL 1 SHALL "RBE MUTED By REMOVABLE PVC TEE \ Li L �. �_ I w/ ,/ �� SRNS DRAM PPE sir G{ N _ w - veHo Pa. Trench r; I I _�� �, J _ G�:�� ��. 6-'/6' 6 NN IIMTIWallill ---L7 I' 8 ML PLASTIC D'� 10P ' \u . . . 0 ' SIDES BST NOCT AT 1HE END OF MYP .. e J. moi' a �1 ' 3 EPNISOM JOINT Ti Cv EAC: sDE ADJACENT To THE CURB. Ti T SECTION B - B 4 I ,\\i/ ..! ' /` 1 tD FtmLDXE -s RLL 4' COMPACTED DEPTH SURFACING, TCP COURSE �, SECTION A -A " NOTE ® S R,g'v� I p '' • .'f ` g �( �� n£ FRAME,CRATE A Nom NOTES 1. CURB AND GUTTER, VALLEY THICK EXPANSION JOINT MATERIAL 2 THIS KETAL INDICATES GENERAL APPROACHES. STYLE & LOCATION �dN� CONSTRUCTED ACCORDING SECTION A -A GUTTER, ANO CONCRETE APPROACH SHALL BE SEPARATED BY 3/8' RATTON REQUIREMENTS FOR COMMERCIAL DRIVEWAY HANDICAP OF HANDICAP RAAPS WILL DEPEND UPON SITE CONDITIONS & TO THE SPECIFIC PROJECT SIE PLAN APPROVED BY THE Ott ` NO LP4 i♦ 14 .� `f \ RAMP TENURE �-. Ti ti , r I T I >. — - .--.. -� I y ( y SHALL BE N ARA FOUNDRY ND5,7 OR APPROVED EC M- THE CAME BASSI I SHALL BE AS SHOWN CN COY STANDARD KETAL DI. 2 SIZE DRAIN . , , A iro_ ppp5 ' is ® 4' ® ®�r J- ROCK, 40X WO . %, . . ,ti y. - I P • •Fa/�,�,���,������/���®�/� COMM BASE (EO,EXILE1 5 LAN PPE TRENCH TYPES F NL MAY BE OR 1HAN Raac SECTION A - A - . C A AROUNOFU-C PERF PLASMIC Type 5 W x 5'D SECTION A -A Type 2: 10'W x 4'D CATCH BASIN Fes, SECTION C-CALTERNATE 3. MOOT CLASS 3000 CONCRETE NEM COARSE GRADING No. 5. COMMERCIAL APPROACH SIDEWALK RAMP DETAIL FRAME, GRATE & HOOD INFILTRATION TRENCH DETAIL CITY STANDARD DETAIL D2 NOT TO SCALE CITY STANDARD DETAIL D1 NOT TO SCALE NET TO SCALA' CITY STANDARD .DETAIL R11 NBT TO SC.u" NOT TO SCALE 1/2' R R.OW UNE 1/2' R L. —j 51/2 f— 1/0' R -. 8. r 4411111110 CAIN AM GUTTED 0,, 0(5TANCE VANES - SEE PLN �4b� �f / /� 2' CSTC (CGLPACTm DEPTH) 6' SWOT CL 3001 CCNREIE W/ COARSE AGGREGATE GRADING N0. 5 SEE PLANS GLASS 3000 CEMENT CONGETE i / i• - /•/'\, O\C A. 5 -0.02— COD JOINT CURB W'TINT FOL DEPTH OF PAVEMENT RIMA 0.1/0' PG64--28 SECTION LESS I 1/2' t0' ASPHALT CONCRETE PAVEMENT ° .j ; r BATTER yr R •1 `\rr4ry ��y �NND %/////////////////////////• %//////////////////////////, - •,6 1/2' I °a 1 S°' > ����G��iaV+r caPACIED+ F 7H �= 12162 -I. °. ,........-1-2— _1,„ -` 18 ;-l- MLBMUM Y CgPACMEO DEPTH CtUSFED SRPFDIIG TOP COURSE 4' STANDARD SECTION v mow: v--�—i� \� \�\�\/ ,0 _ TCP CF SIUMHAOE �1\/�� e�OPVNVN'\ ®�\ �. GRADE RINGS CR � \ CEMENT CONCRETE BARRIER CURB SECTION is HCMSATc+�� `�'`���e0 0� EA1HG BIQtS �O, Fs RE I. " v . fi/ 'I, 4' PLANSSEE S -0.02_ a' I Qin r _ I 1 1/0'R I 12' �' 10' i- % \%/\_\� CURB AND GUTTER 0O 0 vsr- > �•�'". %\`J \'\�#' COPACIED EARTH '! ° '1 6 i/ <_e .-A < e R NOTE 1. MOT 2. VALLEY VALLEY CLASS 3000 CONC ETE GUTTER BE 66614 PA GUTTER 2_ j4 BNS NTT COARSE AGGREGATE GRADING N0. a KING AREA AM W. CHESTNUT AVE DETAIL %, MINNOW Y WNPACTED DEPTH CRUSHED SURFACING TOP COURSE 4' STANDARD W/ HMA STRIP SECTION NOTES 1. SHINGLES SELL BE ADJUSTED TO FNI0LD GLIDE AFTER RACEIENT OF AS'HALT CONCRETE PAVEMENT. 2. GRADE RIAs ADI/GR LEVEUiG BRICKS SMALL BE GROUTED 1 °'_ > -i e ° 41 -S •> a ' a �� I TMC 884.070 ir I k4' ` CONSTRUCTION ANT pNSTaI cnoN JOINT y RESIDENTIAL DRIVEWAY APPROACH IOEWNK ON EAST ENO P WHOM PRGPERtt NOTE 1. SWOT LASS 3000 COKTEIE NTH COARSE AG (60416 GRAZING NO TYPICAL SIDEWALK SECTIONS M PLACE AND BE WATER TIGHT. 3. IN UNPAVED REAS, PROVIDE Ir TRIG(, 4' DIA. CEMENT FLUSH III/ FUSSED GRACE Am CONCRETE MANHOLE Air 1/4'fT. MANHOLE ADJUSTMENT DETAIL CURB SECTION AT DRIVEWAY AND RAMPS NOTE 1. WSDDT CUSS 3000 CC NGRE1E NTH COARSE AGGREGATE GRADING NO. s CEMENT CONCRETE BARRIER CURB NOT TO SCALE CITY STANDARD DETAIL R1 NOT TO SCALE CITY STANDARD DETAIL R10 NOT 2" SCALE CITY STANDARD DETAIL .R14 NOT TO SCALE NOT TO SCALE Huibregtse, Lotman Associates, Inc. 1G�TE. Po WT Bir ,A wQ,,,, ' J „•..� . �' a 'TONAL 7 NWS (I JOB040708ER: OIDA2 05 C'ty of Yakima Summitview School Sidewalk Project North 65th Avenue and West Chestnut Avenue SHEET 6 OF 6 FILE NAMES. DRAYAN0: detoils.dwg CIVIL ENGINEERING •LAND SURVEYING • PLANNING 801 North 39th Avenue :•Yakima, WA 98902 (509) 966-7000 •: FAX (509) 965-3800 DESIGNED BY MTB ENTERED BY: KDY DETAILS REVISION DATE LEKPIRE4 y'.. 6, 2,.. AGREEMENT FOR PROFESSIONAL SERVICES ADDENDUM NO. 1 This Addendum, hereinafter identified as Addendum No. 1, is hereby entered into and made a part of the Agreement between City of Yakima, Washington, and Huibregtse, Louman Associates, Inc., for Professional Services first entered into on the 24th day of August 2004, by the CITY OF YAKIMA, hereinafter called the "CITY," and HUIBREGTSE, LOUMAN ASSOCIATES, INC., hereinafter called the "ENGINEER." WITNESSETH: That in consideration of the mutual covenants and agreements herein contained, the parties hereto do mutually agree to amend, revise, and/or add the following to the referenced Agreement: SECTION 2 SCOPE OF SERVICES 2.1 Basic Services: ENGINEER agrees to perform additional work tasks described in the attached Addendum No. 1 Exhibit A: 2004 - 2005 Sidewalk Improvements - Engineering and Surveying Services During Construction. SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS: For the services described in the attached Addendum No. 1 Exhibit A, compensation shall be on a time spent plus expenses basis at the ENGINEER'S normal hourly billing, rates shown on Exhibit D, not to exceed $12,140.00, as shown in Exhibit B, unless otherwise mutually agreed upon by the CITY and ENGINEER. IN WITNESS WHEREOF the parties hereto duly enter into and execute this Addendum No. 1, as of this 1 `-'"` day of Ala ( , 2005. CITY OF YAKIMA HUIBREGTSE, LOUMAN ASSOCIATES, INC. 6c -'t' Signature Signature Printed Name: Richard A. Zais, Jr. Printed Name: William L. Huibregtse Title: City Manager Title: President Date: "�i ®O 5 Date: 3-/(-o.c Attest l''w City Clerk City Contract No. o?4oV-9- Resolution No. G:\JAN\YAK I MA -J C4\84.wpd HLA Project No. 04070 Page 1 of 4 ADDENDUM NO. 1 EXHIBIT A CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS ENGINEERING AND SURVEYING SERVICES DURING CONSTRUCTION SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004 - 2005 Sidewalk Improvements (Summitview School Sidewalk Project) This scope of work shall include the furnishing of engineering and surveying services during construction, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter, for the following sidewalk improvement project: Modify existing 65th Avenue, from West Chestnut Avenue to approximately 200 LF north of Barge Street, and West Chestnut Avenue, from 65th Avenue to the easterly property line of Summitview Elementary School including furnishing all labor, materials, and equipment required to construct approximately 1,450 LF of new cement concrete curb and gutter, 760 SY of new 4 -inch thick cement concrete sidewalk, 335 SY of new 6 -inch thick cement concrete sidewalk/driveway, 200 tons of hot mix asphalt, storm drainage facilities, and other related improvements. 3. SERVICES DURING CONSTRUCTION A. Consult and advise the CITY during construction on an "as requested" basis by the CITY. B. Furnish a survey crew to provide all required construction surveying as outlined in Section 1-05.4 of the project specifications. C. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY and the CITY'S construction contractor. TIME OF PERFORMANCE Engineering Services During Construction for this 2004 - 2005 Sidewalk Improvements shall begin upon construction contract award by the CITY to the lowest responsible bidder (anticipated March 2005) and extend through construction contract completion (anticipated May 27, 2005). G:WANIYAKIMA-JC4184 wpd HLA Project No. 04070 Page 2 of 4 ADDENDUM NO. 1 EXHIBIT B CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS Engineering Services During Construction Fees Compensation for professional engineering and surveying services during construction will be on a time spent plus expenses basis at the ENGINEER's normal hourly rates shown on Exhibit D. The following spreadsheet shows the estimated time and expenses to perform engineering services during construction for this project. The maximum amount of compensation to the ENGINEER for engineering services during construction will be $12,140.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE. 2004 - 2005 SIDEWALK IMPROVEMENTS CLIENT CITY OF YAKIMA JOB NUMBER: 04070 Huibregtse, Louman Associates, Inc. DATE: March 10, 2005 ENGINEERS HOURLY ESTIMATE TASK NO PROJECT TASK Licensed Prof. Engineer Licensed Prof. . Land Surveyor Project Engineer CAD Operator Two -Man Survey Party Clerical TOTAL HRS TASK FEES $105 $97 $88 $76 $140 $51 1 Construction Consultation 40 0 12 0 0 0 52 5,256.00 2 Construction Surveying 4 8 0 4 30 0 46 5,700 00 3 Record Drawings 4 0 0 8 0 2 14 1,130 00 Labor Subtotal 48 8 12 12 30 2 112 12,086.00 EXPENSES: hours $/hr Computers: 0 00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0 00 0 00 Mileage $54.00 54 00 Meals/Lodging $0.00 1 0 00 Misc. expenses: FAX I ! 0 00 TELEPHONE I 1 I 000 G:\JANWAKI MA -J C4\84.wpd HLA Project No. 04070 Page 3 of 4 G:\JA N\YAKI MA•JC4\84.wpd HLA Project No. 04070 Page 4 of 4 TASK NO PROJECT TASK Licensed Prof. Engineer Licensed Prof. Land Surveyor Project Engineer CAD Operator Two -Man Survey Party Clerical TOTAL , TASK HRS 1 FEES $105 $97 $88 I $76 $140 $51 POSTAGE j 0 00 PRINTING 0.00 SUB -CONSULTANTS: None Anticipated 0.00 x 1.1 0 00 Subtotal - Labor 12, 086.00 Subtotal - Expenses Subtotal - Subconsultants 54 00 Total - ENGINEERING SERVICES DURING CONSTRUCTION 0 00 $12,140.00 G:\JA N\YAKI MA•JC4\84.wpd HLA Project No. 04070 Page 4 of 4 AGREEMENT FOR PROFESSIONAL SERVICES ADDENDUM NO. 1 This Addendum, hereinafter identified as Addendum No. 1, is hereby entered into and made a part of the Agreement between City of Yakima, Washington, and Huibregtse, Louman Associates, Inc., for Professional Services first entered into on the 24' day of August 2004, by the CITY OF YAKIMA, hereinafter called the "CITY," and HUIBREGTSE, LOUMAN ASSOCIATES, INC., hereinafter called the "ENGINEER." WITNESSETH: That in consideration of the mutual covenants and agreements herein contained, the parties hereto do mutually agree to amend, revise, and/or add the following to the referenced Agreement: SECTION 2 SCOPE OF SERVICES 2.1 Basic Services: ENGINEER agrees to perform additional work tasks described in the attached Addendum No. 1 Exhibit A: 2004 - 2005 Sidewalk Improvements - Engineering and Surveying Services During Construction. SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS: For the services described in the attached Addendum No. 1 Exhibit A, compensation shall be on a time spent plus expenses basis at the ENGINEER'S normal hourly billing rates shown on Exhibit D, not to exceed $12,140.00, as shown in Exhibit B, unless otherwise mutually agreed upon by the CITY and ENGINEER. IN WITNESS WHEREOF the parties hereto duly enter into and execute this Addendum No. 1, as of this sr- day of MARC /1 , 2005. CITY OF YAKIMA Signature Printed Name: Title: Date: Attest 4-cr,N&- Richard A. Zais, Jr. City Manager ,34,/, S City Contract No. 0200 Resolution No. adw'Y-. G:\JAN\YAK I MA -J C4\84.wpd HLA Project No. 04070 HUIBREGTSE, LOUMAN ASSOCIATES, INC. (-,1( Signature Printed Name: William L. Huibregtse Title: President Date: Page 1 of 4 ADDENDUM NO. 1 EXHIBIT A CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS ENGINEERING AND SURVEYING SERVICES DURING CONSTRUCTION SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004 - 2005 Sidewalk Improvements (Summitview School Sidewalk Project) This scope of work shall include the furnishing of engineering and surveying services during construction, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter, for the following sidewalk improvement project: Modify existing 65th Avenue, from West Chestnut Avenue to approximately 200 LF north of Barge Street, and West Chestnut Avenue, from 65th Avenue to the easterly property line of Summitview Elementary School including furnishing all labor, materials, and equipment required to construct approximately 1,450 LF of new cement concrete curb and gutter, 760 SY of new 4 -inch thick cement concrete sidewalk, 335 SY of new 6 -inch thick cement concrete sidewalk/driveway, 200 tons of hot mix asphalt, storm drainage facilities, and other related improvements. 3. SERVICES DURING CONSTRUCTION A. Consult and advise the CITY during construction on an "as requested" basis by the CITY. B. Furnish a survey crew to provide all required construction surveying as outlined in Section 1-05.4 of the project specifications. C. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY and the CITY'S construction contractor. TIME OF PERFORMANCE Engineering Services During Construction forthis 2004 - 2005 Sidewalk Improvements shall begin upon construction contract award by the CITY to the lowest responsible bidder (anticipated March 2005) and extend through construction contract completion (anticipated May 27, 2005). G:\JAN\YAKI MA-JC4\84. wpd HLA Project No. 04070 Page 2 of 4 ADDENDUM NO. 1 EXHIBIT B CITY OF YAKIMA 2004 - 2005 SIDEWALK IMPROVEMENTS Engineering Services During Construction Fees Compensation for professional engineering and surveying services during construction will be on a time spent plus expenses basis at the ENGINEER's normal hourly rates shown on Exhibit D. The following spreadsheet shows the estimated time and expenses to perform engineering services during construction for this project. The maximum amount of compensation to the ENGINEER for engineering services during construction will be $12,140.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE: 2004 - 2005 SIDEWALK IMPROVEMENTS CLIENT CITY OF YAKIMA JOB NUMBER: 04070 Huibregtse, Louman Associates, Inc. DATE. March 10, 2005 ENGINEER'S HOURLY ESTIMATE TASK NO PROJECT TASK Licensed Prof. Engineer Licensed Prof Land Surveyor Project Engineer CAD Operator Two -Man Survey Party Clerical TOTAL HRS TASK FEES $105 $97 $88 $76 $140 $51 1 Construction Consultation 40 0 12 0 0 0 52 5,256.00 2 Construction Surveying 4 8 0 4 30 0 46 5,700.00 3 Record Drawings 4 0 0 8 0 2 14 1,130.00 Labor Subtotal 48 8 12 12 30 2 112 12,086.00 EXPENSES: hours $/hr Computers: 0 00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0 00 0.00 Mileage $54 00 54.00 Meals/Lodging $0 00 0 00 Misc. expenses: FAX 1 1 0 00 TELEPHONE 0.00 G:\JAN\YAK I MA -J C4\84.wpd HLA Project No. 04070 Page 3 of 4 TASK NO PROJECT TASK Licensed Prof. Engineer Licensed Prof. Land Surveyor Project Engineer CAD Operator Two -Man Survey Party Clerical TOTAL HRS TASK FEES $105 $97 $88 $76 $140 $51 POSTAGE 0.00 PRINTING 0.00 SUB -CONSULTANTS: None Anticipated 0.00 x 1.1 0.00 Subtotal - Labor 12,086.00 Subtotal - Expenses 54.00 Subtotal - Subconsultants 0.00 Total - ENGINEERING SERVICES DURING CONSTRUCTION $12,140.00 G:UAN\YAK I MA-JC4184.wpd HLA Project No. 04070 Page 4 of 4 AGREEMENT BETWEEN CITY OF YAKIMA, WASHINGTON AND HUIBREGTSE, LOUMAN ASSOCIATES, INC. FOR PROFESSIONAL SERVICES THIS AGREEMENT, made and entered into on this ,2"/14 day of 446,4/45 , 2004, by and between the City of Yakima, Washington, with principal offices at 129 North Second Street, Yakima, WA 98901, hereinafter referred to as "CITY", and HUIBREGTSE, LOUMAN ASSOCIATES, INC., 801 North 39th Avenue, Yakima, WA 98902, and which corporation and its principal engineers performing this Agreement are licensed and registered to do business in the State of Washington, hereinafter referred to as "ENGINEER," for 2004-2005 SIDEWALK IMPROVEMENTS (West Chestnut Avenue, 65th Avenue to easterly property line of Summitview Elementary School including improvements to a parking area in front of the school; and 65th Avenue, West Chestnut Avenue to approximately 200 feet north of Barge Street) herein called the "PROJ ECT." WITNESSETH: RECITALS WHEREAS, CITY desires to retain the ENGINEER to provide engineering services for design and construction engineering of 2004-2005 SIDEWALK IMPROVEMENTS, as described in this Agreement and subsequent Amendments thereto; and WHEREAS, ENGINEER represents that it has available and offers to provide personnel with expertise and experience necessary to satisfactorily accomplish the work within the required time and that it has no conflicts of interest prohibited by law from entering into this Agreement; NOW, THEREFORE, CITY and ENGINEER agree as follows: SECTION 1 INCORPORATION OF RECITALS 1.1 Agreement. The above recitals are incorporated into these operative provisions of the SECTION 2 SCOPE OF SERVICES 2.0.1 ENGINEER agrees to perform those services described hereafter. Unless modified in writing by both parties, duties of ENGINEER shall not be construed to exceed those services specifically set forth herein. 2.0.2 ENGINEER shall use its best efforts to maintain continuity in personnel and shall assign Michael T. Battle, PE, as Project Manager and William L. Huibregtse, PE, as Principal -in - Charge throughout the term of this Agreement unless other personnel are approved by the CITY. G:\JAN\YAKI MA -J C4\61.wpd 1 2.1 Basic Services: ENGINEER agrees to perform those tasks described in Exhibit A, entitled "City of Yakima - 2004-2005 SIDEWALK IMPROVEMENTS" (WORK) which is part of this Agreement as if fully set forth herein, for improvements shown in Exhibit C. 2.2 Additional Services: CITY and ENGINEER agree that not all WORK to be performed by ENGINEER can be defined in detail at the time this Agreement is executed, and that additional WORK related to Project and not covered in Exhibit A may be needed during performance of this Agreement. CITY may, at any time, by written order, direct the ENGINEER to revise portions of the PROJECT WORK previously completed in a satisfactory manner, delete portions of the PROJECT, or request that the ENGINEER perform additional WORK beyond the scope of the PROJECT WORK. Such changes hereinafter shall be referred to as "Additional Services." 2.2.1 If such Additional Services cause an increase or decrease in the ENGINEER'S cost of, or time required for, performance of any services under this Agreement, a contract price and/or completion time adjustment pursuant to this Agreement shall be made and this Agreement shall be modified in writing accordingly. 2.2.2 Compensation for each such request for Additional Services will be negotiated by the CITY and the ENGINEER according to the provisions set forth in Exhibit B and, if so authorized, shall be considered part of the PROJECT WORK. The ENGINEER shall not perform any Additional Services until so authorized by CITY and agreed to by the ENGINEER in writing. 2.3 The ENGINEER must assert any claim for adjustment in writing within thirty (30) days from the date of receipt by the ENGINEER of the written notification of change or of providing services related to an asserted change, whichever is earliest. SECTION 3 CITY'S RESPONSIBILITIES 3.1 CITY -FURNISHED DATA AND RESPONSIBILITY OF CITY: The CITY will provide to the ENGINEER or perform the following: a. Provide full information as to CITY requirements of the Project b. Assist the ENGINEER by placing at his disposal all available information pertinent to the Project including previous reports, record drawings, electronic drawings, plats, surveys, utility records, and any other data relative to design and construction of the Project. c. Obtain all rights of way and easements necessary to construct the PRO- JECT. d. Correspond and coordinate with the West Valley School District, Summitview Elementary, regarding layout and location of improvements along the school frontage and provide final layout to the ENGINEER for inclusion in the Plans. e. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals, and other documents presented by the ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the work of the ENGINEER. f. Advertise for hearings and proposals for bidders, open the proposals at the appointed time and place, and pay for all costs incidental thereto. G:\JAN\YAK I MA -J C4\61.wpd 2 g. Obtain approval of all governmental authorities having jurisdiction over the Project and such approvals and consents from such other individuals or bodies as may be necessary for completion of the Project. 3.2 ACCESS TO FACILITIES AND PROPERTY: The CITY will make its facilities reasonably accessible to ENGINEER as required for ENGINEER'S performance of its services and will provide labor and safety equipment as reasonably required by ENGINEER for such access. 3.3 TIMELY REVIEW: The CITY will examine the ENGINEER'S studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as CITY deems appropriate; and render in writing decisions required of CITY in a timely manner. Such examinations and decisions, however, shall not relieve the ENGINEER of any contractual obligations nor of its duty to render professional services meeting the standards of care for its profession. 3.4 CITY shall appoint a City's Representative with respect to WORK to be performed under this Agreement. City's Representative shall have complete authority to transmit instructions and receive information. ENGINEER shall be entitled to reasonably rely on such instructions made by the CITY'S Representative unless otherwise directed in writing by the CITY, but ENGINEER shall be responsible for bringing to the attention of the CITY'S Representative any instructions which the ENGINEER believes are inadequate, incomplete, or inaccurate based upon the ENGINEER'S knowledge. 3.5 Any documents, services, and reports provided by the CITY to the ENGINEER are available solely as additional information to the ENGINEER and will not relieve the ENGINEER of its duties and obligations under this Agreement or at law. The ENGINEER shall be entitled to reasonably rely upon the accuracy and the completeness of such documents, services and reports, but shall be responsible for exercising customary professional care in using and reviewing such documents, services, and reports and drawing conclusions therefrom. SECTION 4 AUTHORIZATION, PROGRESS, AND COMPLETION 4.1 In signing this Agreement, CITY grants ENGINEER specific authorization to proceed with WORK described in Exhibit A. The time for completion is defined in Exhibit A, or as amended. SECTION 5 COMPENSATION 5.1 COMPENSATION ON ATIME SPENT BASIS AT SPECIFIC HOURLY RATES: For the services described in Exhibit A, compensation shall be according to Exhibit D - Schedule of Specific Hourly Rates on a time spent basis plus reimbursement for direct non -salary expenses. 5.1.1 DIRECT NON -SALARY EXPENSES: Direct Non -Salary Expenses are those costs incurred on or directly for the PROJECT including, but not limited to, necessary transportation costs, including current rates for ENGINEER'S vehicles; meals and lodging; laboratory tests and analyses; printing, binding, and reproduction charges; all costs associated with other outside nonprofessional services and facilities; special CITY -requested and PROJECT -related insurance and performance warranty costs; and other similar costs. Reimbursement for Direct Non -Salary Expenses will be on the basis of actual charges when furnished by commercial sources and on the basis of current rates when furnished by ENGINEER. Estimated Direct Non -Salary Expenses are shown in Exhibit B. G:UAN\YAK I MA -J C4\61.wpd 3 5.1.1.2 Travel costs, including transportation, lodging, subsistence, and incidental expenses incurred by employees of the ENGINEER and each of the Subconsultants in connection with PROJECT WORK; provided, as follows: ❖ That a maximum of U.S. INTERNAL REVENUE SERVICE allowed cents per mile will be paid for the operation, maintenance, and depreciation costs of company or individually owned vehicles for that portion of time they are used for PROJECT WORK. ENGINEER, whenever possible, will use the least expensive form of ground transportation. ❖ That reimbursement for meals inclusive of tips shall not exceed a maximum of $40 per day per person This rate may be adjusted on a yearly basis. ❖ That accommodation shall be at a reasonably priced hotel/motel. •3 That air travel shall be by coach class, and shall be used only when absolutely necessary. 5.1.2 Telephone charges, computer charges, in-house reproduction charges, first class postage, and FAX charges are not included in the direct expense costs, but are considered included in the Schedule of Specific Hourly Billing Rates. 5.1.3 Professional Subconsultants. Professional Subconsultants are those costs for engineering, architecture, geotechnical services and similar professional services approved by the CITY. Reimbursement for Professional Subconsultants will be on the basis of 1.10 times the actual costs billed by the Professional Subconsultant for services provided to the CITY through this Agreement. Estimated Subconsultant costs are shown in Exhibit B. 5.2 Unless specifically authorized in writing by the CITY, the total budgetary amount for this PROJECT shall not exceed that amount set forth in Exhibit B. The ENGINEER will make reasonable efforts to complete the WORK within the budget and will keep CITY informed of progress toward that end so that the budget or WORK effort can be adjusted if found necessary. The ENGINEER is not obligated to incur costs beyond the indicated budget, as may be adjusted, nor is the CITY obligated to pay the ENGINEER beyond these limits. When any budget has been increased, the ENGINEER'S excess costs expended prior to such increase will be allowable to the same extent as if such costs had been incurred after the approved increase, and provided that the City was informed in writing at the time such costs were incurred. 5.3 The ENGINEER will use its best efforts to submit to the City's Representative by the 10th day of each calendar month an invoice for payment for PROJECT services completed through the accounting cut-off day of the previous month. Such invoices shall be for PROJECT services and WORK performed and costs incurred prior to the date of the invoice and not covered by previously submitted invoices. The ENGINEER shall submit with each invoice a summary of time expended on the PROJECT for the current billing period, copies of subconsultant invoices, and any other supporting materials determined by the City necessary to substantiate the costs incurred. CITY will use its best efforts to pay such invoices within thirty (30) days of receipt and upon approval of the WORK done and amount billed. CITY will notify the ENGINEER promptly if any problems are noted with the invoice. CITY may question any item in an invoice, noting to ENGINEER the questionable item(s) and withholding payment for such item(s). The ENGINEER may resubmit such item(s) in a subsequent invoice together with additional supporting information required. G:\JAN\YAKI MA-JC4\61.wpd 4 5.4 If payment is not made within sixty (60) days following receipt of approved invoices, interest on the unpaid balance shall accrue beginning with the sixty-first (61) day at the rate of 1.0% per month or the maximum interest rate permitted by law, whichever is less; provided, however, that no interest shall accrue pursuant to Chapter 39.76 RCW when before the date of timely payment a notice of dispute is issued in good faith by the CITY to the ENGINEER pursuant to the terms of RCW 39.76.020(4). 5.5 Final payment of any balance due the ENGINEER for PROJECT services will be made within forty-five (45) days after satisfactory completion of the services required by this Agreement as evidenced by written acceptance by CITY and after such audit or verification as CITY may deem necessary and execution and delivery by the ENGINEER of a release of all known claims against CITY arising under or by virtue of this Agreement, other than such claims, if any, as may be specifically exempted by the ENGINEER from the operation of the release in stated amounts to be set forth therein. 5.6 Payment for any PROJECT services and WORK shall not constitute a waiver or release by CITY of any claims, right, or remedy it may have against the ENGINEER under this Agreement or by law, nor shall such payment constitute a waiver, remission, or discharge by CITY of any failure or fault of the ENGINEER to satisfactorily perform the PROJECT WORK as required under this Agreement. SECTION 6 RESPONSIBILITY OF ENGINEER 6.1 The ENGINEER shall be responsible for the professional quality, technical adequacy and accuracy, timely completion, and the coordination of all plans, design, drawings, specifications, reports, and other services furnished by the ENGINEER under this Agreement. The ENGINEER shall, without additional compensation, correct or review any errors, omissions, or other deficiencies in its plans, designs, drawings, specifications, reports, and other services. The ENGINEER shall perform its WORK according to generally accepted civil engineering standards of care and consistent with achieving the PROJECT WORK within budget, on time, and in compliance with applicable laws, regulations, and permits. 6.2 CITY'S review or approval of, or payment for, any plans, drawings, designs, spec- ifications, reports, and incidental WORK or services furnished hereunder shall not in any way relieve the ENGINEER of responsibility for the technical adequacy, completeness, or accuracy of its WORK and the PROJECT WORK. CITY'S review, approval, or payment for any of the services shall not be construed to operate as a waiver of any rights under this Agreement or at law or any cause of action arising out of the performance of this Agreement. 6.3 In performing WORK and services hereunder, the ENGINEER and its subcontrac- tors, subconsultants, employees, agents, and representatives shall be acting as independent contractors and shall not be deemed or construed to be employees or agents of CITY in any manner whatsoever. The ENGINEER shall not hold itself out as, nor claim to be, an officer or employee of CITY by reason hereof and will not make any claim, demand, or application to or for any right or privilege applicable to an officer or employee of CITY. The ENGINEER shall be solely responsible for any claims for wages or compensation by ENGINEER employees, agents, and representatives, including subconsultants and subcontractors, and shall save and hold CITY harmless therefrom. G:\JAN\YAKI MA -J C4\61.wpd 5 6.4 INDEMNIFICATION: (a) ENGINEER agrees to indemnify, defend, and hold the CITY harmless from loss, cost, or expense, including legal fees, of any kind claimed by third parties, including without limitation such loss, cost, or expense resulting from injuries to persons or damages to property, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subconsultants in connection with the PROJECT. In the event that any lien is placed upon the property of the CITY or any of the CITY'S officers, employees, or agents as a result of the negligence or willful misconduct of the ENGINEER, the ENGINEER shall at once cause the same to be dissolved and discharged by giving bond or otherwise. (b) In the event both the ENGINEER and the CITY are negligent, the ENGINEER'S liability for indemnification of the CITY shall be limited to the contributory negligence for any resulting suits, actions, claims, liability, damages, judgments, costs, and expenses (including reasonable attorney's fees) that can be apportioned to the ENGINEER, its officers, employees, agents, and/or subcontractors. 6.5 In any and all claims by an employee of the ENGINEER, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligations under this Agreement shall not be limited, in any way by any limitation on the amount or types of damages, compensation, or benefits payable by or for the ENGINEER or a subcontractor under workers' or workmens' compensation acts, disability benefit acts, or other employee benefit acts. The ENGINEER waives its immunity under the Industrial Insurance Act, Title 51, RCW. Such waiver has been mutually negotiated by the ENGINEER and the CITY as evidenced by their specific and express initialing of this paragraph. ENGINEER'S INITIALS ate" Z - CITY'S INITIALS 6.6 Itis understood that any resident engineering or inspection provided by ENGINEER is for the purpose of determining compliance with the technical provisions of PROJECT specifications and does not constitute any form of guarantee or insurance with respect to the performance of a contractor. ENGINEER does not assume responsibility for methods or appliances used by a contractor, for the safety of construction work, or for compliance by contractors with laws and regulations. CITY shall use its best efforts to ensure that the construction contract requires that the contractor(s) indemnify and name CITY, the CITY'S and the ENGINEER'S officers, principals, employees, agents, representatives, and engineers as additional insureds on contractor's insurance policies covering PROJECT, exclusive of insurance for ENGINEER professional liability. 6.7 SUBSURFACE INVESTIGATIONS: In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observation, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER, to the extent that ENGINEER has exercised the applicable standard of professional care and judgment in such investigations. SECTION 7 PROJECT SCHEDULE AND BUDGET 7.1 The general PROJECT schedule and the budget for both the entire PROJECT and its component tasks shall be as set forth in this Agreement and attachments. The project schedule GAJAN\YAK I MA -J C4\61.wpd 6 and performance dates for the individual tasks shall be mutually agreed to by the CITY and the ENGINEER within fifteen days after execution of this Agreement. The performance dates and budgets for tasks may be modified only upon written agreement of the parties hereto. The performance date for tasks and the completion date for the entire PROJECT shall not be extended nor the budget increased because of any unwarranted delays attributable to the ENGINEER but may be extended or increased by the CITY in the event of a delay caused by special services requested by the CITY or because of unavoidable delay caused by any governmental action or other conditions beyond the control of the ENGINEER which could not be reasonably anticipated. 7.2 Not later than the tenth day of each calendar month during the performance of the PROJECT, the ENGINEER shall submit to the CITY'S Representative a copy of the current schedule and a written narrative description of the WORK accomplished by the ENGINEER and subconsultants on each task, indicating a good faith estimate of the percentage completion thereof on the last day of the previous month. Additional oral or written reports shall be prepared at the request of the CITY for presentation to other governmental agencies and/or to the public. SECTION 8 REUSE OF DOCUMENTS 8.1 All internal WORK products of the ENGINEER are instruments or service of this PROJECT. There shall be no reuse, change, or alteration by the CITY or others acting through or in behalf of the CITY without written permission of the ENGINEER, which shall not be reasonably withheld will be at the CITY's sole risk. The CITY agrees to indemnify the ENGINEER and its officers, employees, subcontractors, and affiliated corporations from all claims, damages, losses, and costs, including, but not limited to, litigation expenses and attorney's fees, arising out of or related to such unauthorized reuse, change, or alteration; provided, however, that the ENGINEER will not be indemnified for such claims, damages, losses, and costs including without limitations litigation expenses and attorney fees where caused by the ENGINEER's own acts or omissions. 8.2 The ENGINEER agrees that ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes, and other WORK submitted or which are specified to be delivered under this Agreement or which are developed or produced and paid for under this Agreement, whether or not complete, shall be vested in the CITY. SECTION 9 AUDIT AND ACCESS TO RECORDS 9.1 The ENGINEER, including its subconsultants, shall maintain books, records, documents and other evidence directly pertinent to performance of the WORK under this Agree- ment in accordance with generally accepted accounting principles and practices consistently applied. The CITY or the CITY'S duly authorized representative, shall have access to such books, records, documents, and other evidence for inspection, audit, and copying for a period of three years after completion of the PROJECT. The CITY shall also have access to such books, records, and documents during the performance of the PROJECT WORK if deemed necessary by the CITY to verify the ENGINEER'S WORK and invoices. 9.2 Audits conducted pursuant to this section shall be in accordance with generally accepted auditing standards and established procedures and guidelines of the reviewing or auditing agency. G:\JANWAK I MA -J C4\61.wpd 7 9.3 The ENGINEER agrees to the disclosure of all information and reports resulting from access to records pursuant to this section, provided that the ENGINEER is afforded the opportunity for an audit exit conference and an opportunity to comment and submit any supporting documentation on the pertinent portions of the draft audit report and that the final audit report will include written comments, if any, of the ENGINEER. 9.4 The ENGINEER shall ensure that substantially the foregoing paragraphs are included in each subcontract for WORK on the Project. 9.5 Any charges of the ENGINEER paid by the CITY found by an audit to be inadequately substantiated shall be reimbursed to the CITY. SECTION 10 INSURANCE 10.1 Prior to beginning WORK under this Agreement, the ENGINEER shall provide Certificates of Insurance satisfactory to the CITY as evidence that policies providing the following coverage and limits of insurance are in full force and effect. The CITY and the CITY'S officers, principals, employees, representatives, and agents shall be designated as additional insured on all such policies except for professional liability and Worker's Compensation. Such insurance shall be primary to the extent covered as additional insureds and other insurance maintained or carried by the CITY shall be separate and distinct and shall not be contributing with the insurance listed hereunder. ENGINEER's insurance carrier shall be rated A -VII or higher in Best's Guide and admitted in the State of Washington. 10.1.1 Comprehensive general liability insurance, including personal injury liability, blanket contractual liability, and broad -form property damage liability coverage. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.2. Automobile bodily injury and property damage liability insurance covering owned, non -owned, rented, and hired cars. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.3. state law. Statutory workers' compensation and employer's liability insurance as required by 10.1.4. Professional liability insurance. The limit of liability shall be not less than $1,000,000. If the policy is on a claims made basis, the retroactive date of the insurance policy shall be on or before August 1, 2004, or shall provide full prior acts. The insurance coverage shall remain in effect during the term of this Agreement and for a minimum of three (3) years following the termination of this Agreement. Failure of either or all of the additional insureds to report a claim under such insurance shall not prejudice the rights of the CITY, its officers, employees, agents, and representatives thereunder. The CITY and the CITY'S officers, principals, employees, representatives, and agents shall have no obligation for payment of premiums because of being named as additional insureds under such insurance. None of the policies issued pursuant to the requirements contained herein shall be canceled, allowed to expire, or changed in any manner so as to affect the rights of the City thereunder until thirty (30) days after written notice to the CITY of such intended cancellation, expiration, or change. G:1JANIYAK I MA -J C4161.wpd 8 SECTION 11 SUBCONTRACTS 11.1 ENGINEER shall be entitled, to the extent determined appropriate by ENGINEER, to subcontract any portion of the WORK to be performed under this Agreement. 11.2 Any subconsultants or subcontractors to the ENGINEER utilized on this PROJECT, including any substitutions thereof, will be subject to prior approval by CITY, which approval shall not be unreasonably withheld. Each subcontract shall be subject to review by the CITY'S Representative, if requested, prior to the subconsultant or subcontractor proceeding with the WORK. Such review shall not constitute an approval as to the legal form or content of such subcontract. The ENGINEER shall be responsible for the architectural and engineering performance, acts, and omissions of all persons and firms performing subcontract WORK. 11.3 The ENGINEER shall submit, along with its monthly invoices, a description of all WORK completed by subconsultants and subcontractors during the preceding month and copies of all invoices thereto. SECTION 12 ASSIGNMENT 12.1 This Agreement is binding on the heirs, successors, and assigns of the parties hereto. This Agreement may not be assigned by CITY or ENGINEER without prior, written consent of the other, which consent will not be unreasonably withheld. SECTION 13 INTEGRATION 13.1 This Agreement represents the entire understanding of CITY and ENGINEER as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered herein. This Agreement may not be modified or altered except in writing signed by both parties. SECTION 14 JURISDICTION AND VENUE 14.1 This Agreement shall be administered and interpreted under the laws of the State of Washington. Jurisdiction of litigation arising from this Agreement shall be in that state. If any part of this Agreement is found to conflict with applicable laws, such part shall be inoperative, null, and void insofar as it conflicts with said laws, but the remainder of this Agreement shall be in full force and effect. Venue of all disputes shall be Yakima County, State of Washington. SECTION 15 EQUAL EMPLOYMENT, NONDISCRIMINATION, and DRUG FREE WORK- PLACE 15.1 In connection with the Services under this Agreement, ENGINEER agrees to comply with the applicable provisions of State and Federal Equal Employment Opportunity and Nondiscrimination statutes and regulations. 15.2 In accordance with the Anti -Drug Act of 1988, 41 U.S.C. 702-707 and the Drug -Free Workplace Act, 42 U.S.C. 12644, the ENGINEER has the responsibility to ensure that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance by any employee of the ENGINEER and by any employee of any subcontractor or subconsultant of the ENGINEER is prohibited in the workplace. G:\JAN\YAK I MA -J C4\61.wpd 9 SECTION 16 SUSPENSION OF WORK 16.1 CITY may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond CITY'S control are interfering with normal progress of the WORK. ENGINEER may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond ENGINEER's control are interfering with normal progress of the WORK. ENGINEER may suspend WORK on PROJECT in the event CITY does not pay invoices when due, except where otherwise provided by this Agreement. The time for completion of the WORK shall be extended by the number of days WORK is suspended. If the period of suspension exceeds 90 days, the terms of this Agreement are subject to renegotiation, and both parties are granted the option to terminate WORK on the suspended portion of Project in accordance with SECTION 17. SECTION 17 TERMINATION OF WORK 17.1 Either party may terminate this Agreement, in whole or in part, if the other party materially breaches its obligations under this Agreement and is in default through no fault of the terminating party. However, no such termination may be effected unless the other party is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation and for cure with the terminating party before termination. Notice shall be considered issued within seventy-two (72) hours of mailing by certified mail to the place of business of either party as set forth in this Agreement. 17.2 In addition to termination under subparagraph A of this Section, CITY may terminate this Agreement for its convenience, in whole or in part, provided the ENGINEER is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation with CITY before termination. 17.3 If CITY terminates for default on the part of the ENGINEER, an adjustment in the contract price pursuant to the Agreement shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other WORK, and (2) any payment due to the ENGINEER at the time of termination may be adjusted to the extent of any additional costs or damages CITY has incurred, or is likely to incur, because of the ENGINEER'S breach. In such event, CITY shall consider the amount of WORK originally required which was satisfactorily completed to date of termination, whether that WORK is in a form or of a type which is usable and suitable to CITY at the date of termination and the cost to CITY of completing the WORK itself or of employing another firm to complete it. Under no circumstances shall payments made under this provision exceed the contract price. In the event of default, the ENGINEER agrees to pay CITY for any and all damages, costs, and expenses whether directly, indirectly, or consequentially caused by said default. This provision shall not preclude CITY from filing claims and/or commencing litigation to secure compensation for damages incurred beyond that covered by contract retainage or other withheld payments. 17.4 If the ENGINEER terminates for default on the part of CITY or if CITY terminates for convenience, the adjustment pursuant to the Agreement shall include payment for services satisfactorily performed to the date of termination, in addition to termination settlement costs the ENGINEER reasonably incurs relating to commitments which had become firm before the termination, unless CITY determines to assume said commitments. G:\JAN\YAKI MA -J C4\61.wpd 10 17.5 Upon receipt of a termination notice under subsections 17.1 or 17.2 above, the ENGINEER shall (1) promptly discontinue all services affected (unless the notice directs otherwise), and (2) deliver or otherwise make available to CITY all originals of data, drawings, specifications, calculations, reports, estimates, summaries, and such other information, documents, and materials as the ENGINEER or its subconsultants may have accumulated or prepared in performing this Agreement, whether completed or in progress, with the ENGINEER retaining copies of the same. 17.6 Upon termination under any subparagraph above, CITY reserves the right to prosecute the WORK to completion utilizing other qualified firms or individuals; provided, the ENGINEER shall have no responsibility to prosecute further WORK thereon. 17.7 If, after termination for failure of the ENGINEER to fulfill contractual obligations, it is determined that the ENGINEER has not so failed, the termination shall be deemed to have been effected for the convenience of CITY. In such event, the adjustment pursuant to the Agreement shall be determined as set forth in subparagraph 17.4 of this Section. 17.8 If, because of death, unavailability or any other occurrence, it becomes impossible for any key personnel employed by the ENGINEER in PROJECT WORK or for any corporate officer of the ENGINEER to render his services to the PROJECT, the ENGINEER shall not be relieved of its obligations to complete performance under this Agreement without the concurrence and written approval of CITY. If CITY agrees to termination of this Agreement under this provision, payment shall be made as set forth in subparagraph 17.3 of this Section. SECTION 18 ARBITRATION 18.1 All claims, counterclaims, disputes, and other matters in question arising out of, or relating to, this AGREEMENT or the breach thereof may be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. Either CITY or ENGINEER may initiate a request for such arbitration, but consent of the other party to such arbitration shall be a necessary precondition to arbitration. SECTION 19 NOTICE 19.1 Any notice required to be given under the terms of this Agreement shall be directed to the party at the address set forth below. Notice shall be considered issued and effective upon receipt thereof by the addressee -party, or seventy-two hours after mailing by certified mail to the place of business set forth below, whichever is earlier. CITY: City of Yakima 2301 Fruitvale Boulevard Yakima, WA 98902 Attn: Mr. Chris Waarvick, Public Works Director ENGINEER: HUIBREGTSE, LOUMAN ASSOCIATES, INC. 801 North 39th Avenue Yakima, WA 98902 Attn: William L. Huibregtse, PE, Principal -in -Charge G:\JAN\YAKI MA-JC4\61.wpd 11 IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed by their respective authorized officers or representatives as of the day and year first above written. CITY OFYAKIMA HUIBREGTSE, LOUMAN ASSOCIATES, INC. Signature Signature Richard A. Zais, Jr. (Printed Name) Title: City Manager Date: Attest 1K -- City Clerk CITY CONTRAC RESOLUTION NO:. 110.- 744' V );If3 G:\JAN\YAKI MA-JC4161.wpd 12 William L. Huibregtse (Printed Name) Title: President Date: B - zo- o ` i STATE OF WASHINGTON ) ss. COUNTY OF YAKIMA I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the of CITY OF YAKIMA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp G:\JAN\YAKIMA-JC4\61.wpd (Signature) Title Printed Name My commission expires: 13 STATE OF WASHINGTON ) ss. COUNTY OF YAKIMA I certify that I know or have satisfactory evidence that William L. Huibregtse, PE, is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the President of Huibregtse, Louman Associates, Inc., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp G: WAN\YAKI MA -J C4\61.wpd (Signature) Title Printed Name My commission expires: 14 EXHIBIT A CITY OF YAKIMA - 2004-2005 SIDEWALK IMPROVEMENTS SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004-2005 Sidewalk Improvements (West Chestnut Avenue, 65th Avenue to easterly property line of Summitview Elementary School including improvements to a parking area in front of the school; and 65th Avenue, West Chestnut Avenue to approximately 200 feet north of Barge Street) This scope of work shall include the furnishing of all services, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter. The work to be performed involves design engineering, preparation of plans, specifications, and estimates for the project. PROJECT MANAGEMENT A. Project Management. The project manager will coordinate ENGINEER's design team to ensure that the work is completed on schedule, is technically competent, and meets the CITY's needs. The project manager will provide overall project management for ENGINEER's work elements including, progress reports, and invoicing. B. Project Meetings. Attend up to two (2) project meetings in Yakima with CITY Staff to coordinate the design aspects of the project with the CITY. C. Public Meetings. Attend up to one (1) public meeting in support of the CITY to address technical aspects of the work related to final design and preparation of plans and specifications for the Project. 2. DESIGN AND FINAL PLANS AND SPECIFICATIONS A. Perform field investigations and field surveying necessary to supplement existing pre -design data for the design of identified improvements. B. Perform the preliminary design and present preliminary plans to the CITY prior to detailing final Plans. C. On the basis of approved preliminary plans, perform the final design and prepare complete Plans and Specifications for bid call on the proposed work, as authorized by the CITY. D. Furnish the CITY thirty (30) copies of the final Plans and Specifications for bidding and construction. G:\JAN\YAKI MA -J C4\61.wpd 15 E. Furnish to the CITY engineering data for and assist in the preparation of the required documents so that the CITY may secure approval of such governmental authorities as have jurisdiction over design criteria applicable to the Project. F. Answer and supply such information as is requested by prospective bidders. G. Prepare and issue addenda, if necessary. H. Prepare the Engineer's Estimate of construction cost. Attend bid opening and participate in the bid opening and evaluation process. J. Prepare tabulation of all bids received by the CITY and review bidder's qualifica- tions. K. Make recommendation of construction contract award to the lowest responsible bidder. The following professional services work for this project (SERVICES DURING CONSTRUCTION) is provided for information only at this time. The scope and cost of SERVICES DURING CONSTRUCTION professional services are intended to be negotiated and incorporated into this agreement by supplement/addendum at a later date with the mutual agreement of CITY and ENGINEER: 3. SERVICES DURING CONSTRUCTION A. Furnish the field survey crew necessary to set horizontal and vertical control for the improvements authorized for construction. B. Furnish a qualified resident engineer who shall make construction observations and be on the job at all times that significant work is in, progress, whose duty shall be to provide surveillance of project construction for substantial compliance with Plans and Specifications. C. Prepare progress reports on the Project and file same with the CITY and provide monthly progress estimates to the CITY. D. Consult and advise the CITY during construction and make a final report of the completed work. E. Monitor the construction contractor's compliance with State labor standards. F. Review Contractor's submission of samples and shop drawings, where applicable. G. Recommend progress payments for the construction contractor to the CITY. H. Prepare and submit proposed contract change orders when applicable. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY's construction contractor. G:WA NWAKI MA-JC4161.wpd 16 EXHIBIT B 2004-2005 Sidewalk Improvements Professional Fees Compensation for professional services will be on a time spent basis at the specific hourly rates shown on Exhibit D, plus reimbursement for direct non -salary expenses. The following spreadsheet shows the estimated time and expenses to perform design engineering, plans, specifications, and estimate for this 2004-2005 Sidewalk Improvement Project. The maximum amount of compensation to the ENGINEER for this work will be $15,271.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE: 2004-2005 Sidewalk Improvements CLIENT CITY OF YAKIMA JOB NUMBER: Huibregtse, Louman Associates, Inc. (04070) DATE. July 7, 2004 ENGINEER'S HOURLY ESTIMATE TASK NO PROJECT TASK Principal Engineer Licensed Prof Engineer Licensed Land Surveyor CAD Operator 2 -Man Survey Crew Clerical TOTAL HRS IASK DIRECT COSTS $123 $101 $94 $73 $135 $49 1 PROJECT MANAGEMENT A Project Management 2 4 0 0 0 0 6 650.00 B Project Meetings 0 3 0 0 0 0 3 303.00 C Public Meetings 0 2 0 0 0 0 2 202.00 2 DESIGN AND FINAL PLANS, SPECIFICATIONS, & ESTIMATE A Field investigations and field surveying 0 2 2 4 16 0 24 2,842.00 B Perform the preliminary design 2 12 2 18 2 6 42 3,524.00 C In-house project review, quality control 1 2 0 0 0 2 5 423.00 D Incorporate Agency Review comments 1 2 0 6 0 2 11 861.00 E Final design, Plans, and Speci- fications 1 8 0 16 0 2 27 2,197.00 F Furnish copies of Plans and Specifications 0 1 0 0 0 2 3 199.00 G Furnish engineering data for approvals 0 1 0 0 0 0 1 101.00 H Answer bidders questions 1 2 0 0 0 0 3 325.00 I Prepare and issue addenda 1 2 0 0 0 2 5 423.00 J Prepare Estimate of construc- tion cost 1 4 0 2 0 1 8 722.00 K Attend bid opening 1 2 0 0 0 0 3 325.00 G:\JAN\YAKI MA-JC4\61.wpd 17 L Prepare tabulation of bids 0 2 0 0 0 2 4 300.00 M Make recommendation of con- struction contract award 1 2 0 1 0 0 1 4 374.00 Labor Subtotal 12 51 4 46 18 20 151 13,771.00 EXPENSES: hours $/hr Computers: 0.00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0 00 0.00 Mileage $0.32 0.00 Meals/Lodging $0 00 0.00 Misc. expenses: FAX i 0.00 TELEPHONE i 0.00 POSTAGE 0.00 OUTSIDE PRINTING 1,500.00 SUB -CONSULTANTS: x 1.1 0.00 Subtotal - Labor 13,771 00 Subtotal - Expenses 1,500.00 Subtotal - Subconsultants 0.00 Total - DESIGN AND FINAL PLANS AND SPECIFICATIONS $15,271 00 G:UAN\YAK I MA-JC4\61.wpd 18 EXHIBIT "D" SCHEDULE OF SPECIFIC HOURLY RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2004, Through December 31, 2004) Principal Engineer $123.00 per hour Licensed Professional Engineer $101.00 per hour Licensed Professional Land Surveyor $94.00 per hour Project Engineer $85.00 per hour CAD Technician $73.00 per hour Resident Engineer/Inspector $70.00 per hour Surveyor $70.00 per hour Senior Engineering Technician $56.00 per hour Engineering Technician $49.00 per hour Word Processing Technician $49.00 per hour Two Man Survey Party $135.00 per hour Three Man Survey Party $176.00 per hour Vehicle Mileage $0.32 per mile Global Positioning_ Survey System Fee $72 0_0 per hour G:\JANWAKI MA -J C4\61.wpd 19 EXHIBIT "D" SCHEDULE OF SPECIFIC HOURLY RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2005, Through December 31, 2005) Principal Engineer $127.00 per hour Licensed Professional Engineer $105.00 per hour Licensed Professional Land Surveyor $97.00 per hour Project Engineer $88.00 per hour CAD Technician $76.00 per hour Resident Engineer/Inspector $72.00 per hour Surveyor $72.00 per hour Senior Engineering Technician $58.00 per hour Engineering Technician $51.00 per hour Word Processing Technician $51.00 per hour Two Man Survey Party $140.00 per hour Three Man Survey Party $182.00 per hour Vehicle Mileage $0.32 per mile Global Positioning Survey System Fee $72.00 per hour G:\JAN\YAKI MA -J C4\61.wpd 20 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. / 0 For Meeting Of August 3, 2004 ITEM TITLE: Consideration of Legislation to Implement the Yakima School Safety Flashers and Sidewalk Grant from the Washington Traffic Safety Commission, including: (A) Resolution authorizing and directing the City Manager of the City of Yakima to execute a professional services contract with Huibregtse, Louman Associates, Inc, and (B) Appropriation Ordinance amending the 2004 Budget to accomplish this project and reflect related grant revenue and expenses. SUBMITTED BY: Chris Waarvick, Director of Public Works CONTACT PERSON/TELEPHONE: Shelley Willson, Streets and Traffic Manager Joan Davenport, Supervising Traffic Engineer SUMMARY EXPLANATION: On July 1, 2004 the City of Yakima received a $200,000 grant from the Washington Traffic Safety Commission for the installation of solar powered school safety zone flashers and the construction of a sidewalk on N 65th Avenue and Chestnut Avenue (in the vicinity of Summitview Elementary School). On July 20, the Yakima City Council approved a sole source procurement of 20 school zone flashers from RTC, Inc subject to funding from this grant. In order to accomplish the construction of the sidewalk authorized by the grant prior to the June 30, 2005 deadline for grant expenditures, the City desires entering into a contract with Huibregtse, Louman Associates for professional engineering services. This firm was selected from the Qualified Consultant Roster established by the City of Yakima. The Appropriation Ordinance is necessary to establish resources for the reimbursable grant program. This is a model project fully supported by the Washington Traffic Safety Commission (WTSC) and will be used in a fmal report to the state legislature by the WTSC to gain support for additional funding for school zone safety projects. Matching funds to leverage this grant are expected to be provided by the West Valley School District, subject to a future agreement between the city and the school district that will be submitted at a later time for Council review. Resolution X Ordinance X Contract X Other (Specify) Funding Source: Arterial Street Fund—Washington Traffic Safety Grant funds APPROVAL FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: A) Adopt the Resolution which authorizes execution of the contract; and B) Read Ordinance by title only at the August 3, 2004 meeting; pass ordinance following the second reading at the August 17, 2004 meeting. BOARD RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLtTTION R-2004-119 2 / f AGREEMENT BETWEEN CITY OF YAKIMA, WASHINGTON AND HUIBREGTSE, LOUMAN ASSOCIATES, INC. FOR PROFESSIONAL SERVICES THIS AGREEMENT, made and entered into on this day of 2004, by and between the City of Yakima, Washington, with principal offices at 129 North Second Street, Yakima, WA 98901, hereinafter referred to as "CITY", and HUIBREGTSE, LOUMAN ASSOCIATES, INC., 801 North 39th Avenue, Yakima, WA 98902, and which corporation and its principal engineers performing this Agreement are licensed and registered to do business in the State of Washington, hereinafter referred to as "ENGINEER," for 2004-2005 SIDEWALK IMPROVEMENTS (West Chestnut Avenue, 65`h Avenue to easterly property line of Summitview Elementary School; 65th Avenue, West Chestnut Avenue to approximately 200 feet north of Barge Street; and Lincoln Avenue, 25th Avenue to 29th Avenue), herein called the "PROJECT." WITNESSETH: RECITALS WHEREAS, CITY desires to retain the ENGINEER to provide engineering services for design and construction engineering of 2004-2005 SIDEWALK IMPROVEMENTS, as described in this Agreement and subsequent Amendments thereto; and WHEREAS, ENGINEER represents that it has available and offers to provide personnel with expertise and experience necessary to satisfactorily accomplish the work within the required time and that it has no conflicts of interest prohibited by law from entering into this Agreement; NOW, THEREFORE, CITY and ENGINEER agree as follows: SECTION 1 INCORPORATION OF RECITALS 1.1 The above recitals are incorporated into these operative provisions of the Agreement. SECTION 2 SCOPE OF SERVICES 2.0.1 ENGINEER agrees to perform those services described hereafter. Unless modified in writing by both parties, duties of ENGINEER shall not be construed to exceed those services specifically set forth herein. 2.0.2 ENGINEER shall use its best efforts to maintain continuity in personnel and shall assign Michael T. Battle, PE, as Project Manager and William L. Huibregtse, PE, as Principal -in - Charge throughout the term of this Agreement unless other personnel are approved by the CITY. 2.1 Basic Services: ENGINEER agrees to perform those tasks described in Exhibit A, entitled "City of Yakima - 2004-2005 SIDEWALK IMPROVEMENTS" (WORK) which is part of this Agreement as if fully set forth herein, for sidewalk improvements shown in Exhibit C. G:VAMYAKIMA-JC4\61 wpd 1 7 2.2 Additional Services: CITY and ENGINEER agree that not all WORK to be performed by ENGINEER can be defined in detail at the time this Agreement is executed, and that additional WORK related to Project and not covered in Exhibit A may be needed during performance of this Agreement. CITY may, at any time, by written order, direct the ENGINEER to revise portions of the PROJECT WORK previously completed in a satisfactory manner, delete portions of the PROJECT, or request that the ENGINEER perform,additional WORK beyond the scope of the PROJECT WORK. Such changes hereinafter shall be referred to as "Additional Services." 2.2.1 If such Additional Services cause an increase or decrease in the ENGINEER'S cost of, or time required for, performance of any services under this Agreement, a contract price and/or completion time adjustment pursuant to this Agreement shall be made and this Agreement shall be modified in writing accordingly. 2.2.2 Compensation for each such request for Additional Services will be negotiated by the CITY and the ENGINEER according to the provisions set forth in Exhibit B and, if so author- ized, shall be considered part of the PROJECT WORK. The ENGINEER shall not perform any Additional Services until so authorized by CITY and agreed to by the ENGINEER in writing. 2.3 The ENGINEER must assert any claim for adjustment in writing within thirty (30) days from the date of receipt by the ENGINEER of the written notification of change or of providing services related to an asserted change, whichever is earliest. SECTION 3 CITY'S RESPONSIBILITIES 3.1 CITY -FURNISHED DATA AND RESPONSIBILITY OF CITY: The CITY will provide to the ENGINEER or perform the following: a. Provide full information as to CITY requirements of the Project b. Assist the ENGINEER by placing at his disposal all available information pertinent to the Project including previous reports, record drawings, electronic drawings, plats, surveys, utility records, and any other data relative to design and construction of the Project. c. Obtain all rights of way and easements necessary to construct the PROJECT. d. Correspond and coordinate with the West Valley School District, Summitview Elementary, regarding layout and location of improvements along the school frontage and provide final layout to the ENGINEER for inclusion in the Plans. e. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals, and other documents presented by the ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the work of the ENGINEER. f. Advertise for hearings and proposals for bidders, open the proposals at the appointed time and place, and pay for all costs incidental thereto. g. Obtain approval of all governmental authorities having jurisdiction over the Project and such approvals and consents from such other individuals or bodies as may be necessary for completion of the Project. G: JAN\YAKIMA-JC4\61.wpd 2 3.2 ACCESS TO FACILITIES AND PROPERTY: The CITY will make its facilities reasonably accessible to ENGINEER as required for ENGINEER'S performance of its services and will provide labor and safety equipment as reasonably required by ENGINEER for such access. 3.3 TIMELY REVIEW: The CITY will examine the ENGINEER'S studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as CITY deems appropriate; and render in writing decisions required of CITY in a timely manner. Such examinations and decisions, however, shall not relieve the ENGINEER of any contractual obligations nor of its duty to render professional services meeting the standards of care for its profession. 3.4 CITY shall appoint a City's Representative with respect to WORK to be performed under this Agreement. City's Representative shall have complete authority to transmit instructions and receive information. ENGINEER shall be entitled to reasonably rely on such instructions made by the CITY'S Representative unless otherwise directed in writing by the CITY, but ENGINEER shall be responsible for bringing to the attention of the CITY'S Representative any instructions which the ENGINEER believes are inadequate, incomplete, or inaccurate based upon the ENGINEER'S knowledge. 3.5 Any documents, services, and reports provided by the CITY to the ENGINEER are available solely as additional information to the ENGINEER and will not relieve the ENGINEER of its duties and obligations under this Agreement or at law. The ENGINEER shall be entitled to reasonably rely upon the accuracy and the completeness of such documents, services and reports, but shall be responsible for exercising customary professional care in using and reviewing such documents, services, and reports and drawing conclusions therefrom. SECTION 4 AUTHORIZATION, PROGRESS, AND COMPLETION 4.1 In signing this Agreement, CITY grants ENGINEER specific authorization to proceed with WORK described in Exhibit A. The time for completion is defined in Exhibit A, or as amended. SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS AT SPECIFIC HOURLY RATES: For the services described in Exhibit A, compensation shall be according to Exhibit D - Schedule of Specific Hourly Rates on a time spent basis plus reimbursement for direct non -salary expenses. 5.1.1 DIRECT NON -SALARY EXPENSES: Direct Non -Salary Expenses are those costs incurred on or directly for the PROJECT including, but not limited to, necessary transportation costs, including current rates for ENGINEER'S vehicles; meals and lodging; laboratory tests and analyses; printing, binding, and reproduction charges; all costs associated with other outside nonprofessional services and facilities; special CITY -requested and PROJECT -related insurance and performance warranty costs; and other similar costs. Reimbursement for Direct Non -Salary Expenses will be on the basis of actual charges when furnished by commercial sources and on the basis of current rates when furnished by ENGINEER. Estimated Direct Non -Salary Expenses are shown in Exhibit B. 5.1.1.2 Travel costs, including transportation, lodging, subsistence, and incidental expenses incurred by employees of the ENGINEER and each of the Subconsultants in connection with PROJECT WORK; provided, as follows: G:UAMYAKI MA•JC4\61. wpd 3 ❖ That a maximum of U.S. INTERNAL REVENUE SERVICE allowed cents per mile will be paid for the operation, maintenance, and depreciation costs of company or individually owned vehicles for that portion of time they are used for PROJECT WORK. ENGINEER, whenever possible, will use the least expensive form of ground transportation. ❖ That reimbursement for meals inclusive of tips shall not exceed a maximum of $40 per day per person This rate may be adjusted on a yearly basis. ❖ That accommodation shall be at a reasonably priced hotel/motel. ❖ That air travel shall be by coach class, and shall be used only when absolutely necessary. 5.1.2 Telephone charges, computer charges, in-house reproduction charges, first class postage, and FAX charges are not included in the direct expense costs, but are considered included in the Schedule of Specific Hourly Billing Rates. 5.1.3 Professional Subconsultants. Professional Subconsultants are those costs for engineering, architecture, geotechnical services and similar professional services approved by the CITY. Reimbursement for Professional Subconsultants will be on the basis of 1.10 times the actual costs billed by the Professional Subconsultant for services provided to the CITY through this Agreement. Estimated Subconsultant costs are shown in Exhibit B. 5.2 Unless specifically authorized in writing by the CITY, the total budgetary amount for this PROJECT shall not exceed that amount set forth in Exhibit B. The ENGINEER will make reasonable efforts to complete the WORK within the budget and will keep CITY informed of progress toward that end so that the budget or WORK effort can be adjusted if found necessary. The ENGINEER is not obligated to incur costs beyond the indicated budget, as may be adjusted, nor is the CITY obligated to pay the ENGINEER beyond these limits. When any budget has been increased, the ENGINEER'S excess costs expended prior to such increase will be allowable to the same extent as if such costs had been incurred after the approved increase, and provided that the City was informed in writing at the time such costs were incurred. 5.3 The ENGINEER will use its best efforts to submit to the City's Representative by the 10th day of each calendar month an invoice for payment for PROJECT services completed through the accounting cut-off day of the previous month. Such invoices shall be for PROJECT services and WORK performed and costs incurred prior to the date of the invoice and not covered by previously submitted invoices. The ENGINEER shall submit with each invoice a summary of time expended on the PROJECT for the current billing period, copies of subconsultant invoices, and any other supporting materials determined by the City necessary to substantiate the costs incurred. CITY will use its best efforts to pay such invoices within thirty (30) days of receipt and upon approval of the WORK done and amount billed. CITY will notify the ENGINEER promptly if any problems are noted with the invoice. CITY may question any item in an invoice, noting to ENGINEER the questionable item(s) and withholding payment for such item(s). The ENGINEER may resubmit such item(s) in a subsequent invoice together with additional supporting information required. 5.4 If payment is not made within sixty (60) days following receipt of approved invoices, interest on the unpaid balance shall accrue beginning with the sixty-first (61) day at the rate of 1.0% per month or the maximum interest rate permitted by law, whichever is less; provided, however, that no interest shall accrue pursuant to Chapter 39.76 RCW when before the date of timely G:\JAN\YAKIMA-JC4\61 wpd 4 payment a notice of dispute is issued in good faith by the CITY to the ENGINEER pursuant to the terms of RCW 39.76.020(4). 5.5 Final payment of any balance due the ENGINEER for PROJECT services will be made within forty-five (45) days after satisfactory completion of the services required by this Agreement as evidenced by written acceptance by CITY and after such audit or verification as CITY may deem necessary and execution and delivery by the ENGINEER of a release of all known claims against CITY arising under or by virtue of this Agreement, other than such claims, if any, as may be specifically exempted by the ENGINEER from the operation of the release in stated amounts to be set forth therein. 5.6 Payment for any PROJECT services and WORK shall not constitute a waiver or release by CITY of any claims, right, or remedy it may have against the ENGINEER under this Agreement or by law, nor shall such payment constitute a waiver, remission, or discharge by CITY of any failure or fault of the ENGINEER to satisfactorily perform the PROJECT WORK as required under this Agreement. SECTION 6 RESPONSIBILITY OF ENGINEER 6.1 The ENGINEER shall be responsible for the professional quality, technical adequacy and accuracy, timely completion, and the coordination of all plans, design, drawings, specifications, reports, and other services furnished by the ENGINEER under this Agreement. The ENGINEER shall, without additional compensation, correct or review any errors, omissions, or other deficiencies in its plans, designs, drawings, specifications, reports, and other services. The ENGINEER shall perform its WORK according to generally accepted civil engineering standards of care and consistent with achieving the PROJECT WORK within budget, on time, and in compliance with applicable laws, regulations, and permits. 6.2 CITY'S review or approval of, or payment for, any plans, drawings, designs, specifications, reports, and incidental WORK or services furnished hereunder shall not in any way relieve the ENGINEER of responsibility for the technical adequacy, completeness, or accuracy of its WORK and the PROJECT WORK. CITY'S review, approval, or payment for any of the services shall not be construed to operate as a waiver of any rights under this Agreement or at law or any cause of action arising out of the performance of this Agreement. 6.3 In performing WORK and services hereunder, the ENGINEER and its subcontrac- tors, subconsultants, employees, agents, and representatives shall be acting as independent contractors and shall not be deemed or construed to be employees or agents of CITY in any manner whatsoever. The ENGINEER shall not hold itself out as, nor claim to be, an officer or employee of CITY by reason hereof and will not make any claim, demand, or application to or for any right or privilege applicable to an officer or employee of CITY. The ENGINEER shall be solely responsible for any claims for wages or compensation by ENGINEER employees, agents, and representatives, including subconsultants and subcontractors, and shall save and hold CITY harmless therefrom. 6.4 INDEMNIFICATION: (a) ENGINEER agrees to indemnify, defend, and hold the CITY harmless from loss, cost, or expense, including legal fees, of any kind claimed by third parties, including without limitation such loss, cost, or expense resulting from injuries to persons or damages to property, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subconsultants in connection with the PROJECT. In the event that any lien is placed upon the property of the CITY or any of the CITY'S officers, employees, or agents as a result of the G:VAMYAKIMA-JC4\61 wpd 5 negligence or willful misconduct of the ENGINEER, the ENGINEER shall at once cause the same to be dissolved and discharged by giving bond or otherwise. (b) CITY agrees to indemnify, defend, and hold the ENGINEER harmless from loss, cost, or expense, including legal fees, of any kind claimed by third parties, including without limitation such loss, cost, or expense resulting from injuries to persons or damages to property, caused solely by the negligence or willful misconduct of the CITY, its employees, or agents in connection with the PROJECT. (c) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such third party claim, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct and the right of indemnity will apply for such proportion. 6.5 In any and all claims by an employee of the ENGINEER, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligations under this Agreement shall not be limited, in any way by any limitation on the amount or types of damages, compensation, or benefits payable by or for the ENGINEER or a subcontractor under workers' or workmens' compensation acts, disability benefit acts, or other employee benefit acts. The ENGINEER waives its immunity under the Industrial Insurance Act, Title 51, RCW. Such waiver has been mutually negotiated by the ENGINEER and the CITY as evidenced by their specific and express initialing of this paragraph. ENGINEER'S INITIALS lCITY'S INITIALS 6.6 It is understood that any resident engineering or inspection provided by ENGINEER is for the purpose of determining compliance with the technical provisions of PROJECT specifications and does not constitute any form of guarantee or insurance with respect to the performance of a contractor. ENGINEER does not assume responsibility for methods or appliances used by a contractor, for the safety of construction work, or for compliance by contractors with laws and regulations. CITY shall use its best efforts to ensure that the construction contract requires that the contractor(s) indemnify and name CITY, the CITY'S and the ENGINEER'S officers, principals, employees, agents, representatives, and engineers as additional insureds on contractor's insurance policies covering PROJECT, exclusive of insurance for ENGINEER professional liability. 6.7 SUBSURFACE INVESTIGATIONS: In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observation, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER, to the extent that ENGINEER has exercised the applicable standard of professional care and judgment in such investigations. SECTION 7 PROJECT SCHEDULE AND BUDGET 7.1 The general PROJECT schedule and the budget for both the entire PROJECT and its component tasks shall be as set forth in this Agreement and attachments. The project schedule and performance dates for the individual tasks shall be mutually agreed to by the CITY and the ENGINEER within fifteen days after execution of this Agreement. The performance dates and budgets for tasks may be modified only upon written agreement of the parties hereto. The G:\JAMYAKIMA-JC4\61.wpd 6 performance date for tasks and the completion date for the entire PROJECT shall not be extended nor the budget increased because of any unwarranted delays attributable to the ENGINEER but may be extended or increased by the CITY in the event of a delay caused by special services requested by the CITY or because of unavoidable delay caused by any governmental action or other conditions beyond the control of the ENGINEER which could not be reasonably anticipated. 7.2 Not later than the tenth day of each calendar month during the performance of the PROJECT, the ENGINEER shall submit to the CITY'S Representative a copy of the current schedule and a written narrative description of the WORK accomplished by the ENGINEER and subconsultants on each task, indicating a good faith estimate of the percentage completion thereof on the last day of the previous month. Additional oral or written reports shall be prepared at the request of the CITY for presentation to other governmental agencies and/or to the public. SECTION 8 REUSE OF DOCUMENTS 8.1 All internal WORK products of the ENGINEER are instruments or service of this PROJECT. There shall be no reuse, change, or alteration by the CITY or others acting through or in behalf of the CITY without written permission of the ENGINEER, which shall not be reasonably withheld will be at the CITY's sole risk. The CITY agrees to indemnify the ENGINEER and its officers, employees, subcontractors, and affiliated corporations from all claims, damages, losses, and costs, including, but not limited to, litigation expenses and attorney's fees, arising out of or related to such unauthorized reuse, change, or alteration; provided, however, that the ENGINEER will not be indemnified for such claims, damages, losses, and costs including without limitations litigation expenses and attorney fees where caused by the ENGINEER's own acts or omissions. 8.2 The ENGINEER agrees that ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes, and other WORK submitted or which are specified to be delivered under this Agreement or which are developed or produced and paid for under this Agreement, whether or not complete, shall be vested in the CITY. SECTION 9 AUDIT AND ACCESS TO RECORDS 9.1 The ENGINEER, including its subconsultants, shall maintain books, records, docu- ments and other evidence directly pertinent to performance of the WORK under this Agreement in accordance with generally accepted accounting principles and practices consistently applied. The CITY or the CITY'S duly authorized representative, shall have access to such books, records, documents, and other evidence for inspection, audit, and copying for a period of three years after completion of the PROJECT. The CITY shall also have access to such books, records, and documents during the performance of the PROJECT WORK if deemed necessary by the CITY to verify the ENGINEER'S WORK and invoices. 9.2 Audits conducted pursuant to this section shall be in accordance with generally accepted auditing standards and established procedures and guidelines of the reviewing or auditing agency. 9.3 The ENGINEER agrees to the disclosure of all information and reports resulting from access to records pursuant to this section, provided that the ENGINEER is afforded the opportunity for an audit exit conference and an opportunity to comment and submit any supporting documentation on the pertinent portions of the draft audit report and that the final audit report will include written comments, if any, of the ENGINEER. G:UAMYAKIMA-JC4\61 wpd 7 9.4 The ENGINEER shall ensure that substantially the foregoing paragraphs are included in each subcontract for WORK on the Project. 9.5 Any charges of the ENGINEER paid by the CITY found by an audit to be inadequately substantiated shall be reimbursed to the CITY. SECTION 10 INSURANCE 10.1 Prior to beginning WORK under this Agreement, the ENGINEER shall provide Certificates of Insurance satisfactory to the CITY as evidence that policies providing the following coverage and limits of insurance are in full force and effect. The CITY and the CITY'S officers, principals, employees, representatives, and agents shall be designated as additional insured on all such policies except for professional liability and Worker's Compensation. Such insurance shall be primary to the extent covered as additional insureds and other insurance maintained or carried by the CITY shall be separate and distinct and shall not be contributing with the insurance listed hereunder. 10.1.1 Comprehensive general liability insurance, including personal injury liability, blanket contractual liability, and broad -form property damage liability coverage. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.2. Automobile bodily injury and property damage liability insurance covering owned, non -owned, rented, and hired cars. The combined single limit for bodily injury and property damage shall be not less than $1,000,000 per occurrence. 10.1.3. state law. 10.1.4. $1,000,000. Statutory workers' compensation and employer's liability insurance as required by Professional liability insurance. The limit of liability shall be not less than Failure of either or all of the additional insureds to report a claim under such insur- ance shall not prejudice the rights of the CITY, its officers, employees, agents, and representa- tives thereunder. The CITY and the CITY'S officers, principals, employees, representatives, and agents shall have no obligation for payment of premiums because of being named as additional insureds under such insurance. None of the policies issued pursuant to the requirements contained herein shall be canceled, allowed to expire, or changed in any manner so as to affect the rights of the City thereunder until thirty (30) days after written notice to the CITY of such intended cancellation, expiration, or change. SECTION 11 SUBCONTRACTS 11.1 ENGINEER shall be entitled, to the extent determined appropriate by ENGINEER, to subcontract any portion of the WORK to be performed under this Agreement. 11.2 Any subconsultants or subcontractors to the ENGINEER utilized on this PROJECT, including any substitutions thereof, will be subject to prior approval by CITY, which approval shall not be unreasonably withheld. Each subcontract shall be subject to review by the CITY'S Representative, if requested, prior to the subconsultant or subcontractor proceeding with the WORK. Such review shall not constitute an approval as to the legal form or content of such subcontract. The ENGINEER shall be responsible for the architectural and engineering performance, acts, and omissions of all persons and firms performing subcontract WORK. G:\JAMYAKIMA-JC4\61.wpd 8 11.3 The ENGINEER shall submit, along with its monthly invoices, a description of all WORK completed by subconsultants and subcontractors during the preceding month and copies of all invoices thereto. SECTION 12 ASSIGNMENT 12.1 This Agreement is binding on the heirs, successors, and assigns of the parties hereto. This Agreement may not be assigned by CITY or ENGINEER without prior, written consent of the other, which consent will not be unreasonably withheld. SECTION 13 INTEGRATION 13.1 This Agreement represents the entire understanding of CITY and ENGINEER as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered herein. This Agreement may not be modified or altered except in writing signed by both parties. SECTION 14 JURISDICTION AND VENUE 14.1 This Agreement shall be administered and interpreted under the laws of the State of Washington. Jurisdiction of litigation arising from this Agreement shall be in that state. If any part of this Agreement is found to conflict with applicable laws, such part shall be inoperative, null, and void insofar as it conflicts with said laws, but the remainder of this Agreement shall be in full force and effect. Venue of all disputes shall be Yakima County, State of Washington. SECTION 15 EQUAL EMPLOYMENT and NONDISCRIMINATION 15.1 In connection with the Services under this Agreement, ENGINEER agrees to comply with the applicable provisions of State and Federal Equal Employment Opportunity and Nondiscrimination statutes and regulations. SECTION 16 SUSPENSION OF WORK 16.1 CITY may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond CITY'S control are interfering with normal progress of the WORK. ENGINEER may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond ENGINEER's control are interfering with normal progress of the WORK. ENGINEER may suspend WORK on PROJECT in the event CITY does not pay invoices when due, except where otherwise provided by this Agreement. The time for completion of the WORK shall be extended by the number of days WORK is suspended. If the period of suspension exceeds 90 days, the terms of this Agreement are subject to renegotiation, and both parties are granted the option to terminate WORK on the suspended portion of Project in accordance with SECTION 17. SECTION 17 TERMINATION OF WORK 17.1 Either party may terminate this Agreement, in whole or in part, if the other party materially breaches its obligations under this Agreement and is in default through no fault of the terminating party. However, no such termination may be effected unless the other party is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation and for cure with the terminating party before termination. Notice shall be considered issued within seventy-two (72) G:\JAMYAKIMA-JC4\61.wpd 9 hours of mailing by certified mail to the place of business of either party as set forth in this Agreement. 17.2 In addition to termination under subparagraph A of this Section, CITY may ter- minate this Agreement for its convenience, in whole or in part, provided the ENGINEER is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation with CITY before termination. 17.3 If CITY terminates for default on the part of the ENGINEER, an adjustment in the contract price pursuant to the Agreement shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other WORK, and (2) any payment due to the ENGINEER at the time of termination may be adjusted to the extent of any additional costs or damages CITY has incurred, or is likely to incur, because of the ENGINEER'S breach. In such event, CITY shall consider the amount of WORK originally required which was satisfactorily completed to date of termination, whether that WORK is in a form or of a type which is usable and suitable to CITY at the date of termination and the cost to CITY of completing the WORK itself or of employing another firm to complete it. Under no circumstances shall payments made under this provision exceed the contract price. In the event of default, the ENGINEER agrees to pay CITY for any and all damages, costs, and expenses whether directly, indirectly, or consequentially caused by said default. This provision shall not preclude CITY from filing claims and/or commencing litigation to secure compensation for damages incurred beyond that covered by contract retainage or other withheld payments. 17.4 If the ENGINEER terminates for default on the part of CITY or if CITY terminates for convenience, the adjustment pursuant to the Agreement shall include payment for services satisfactorily performed to the date of termination, in addition to termination settlement costs the ENGINEER reasonably incurs relating to commitments which had become firm before the termination. unless CITY determines to assume said commitments. 17.5 Upon receipt of a termination notice under subsections 17.1 or 17.2 above, the ENGINEER shall (1) promptly discontinue all services affected (unless the notice directs otherwise), and (2) deliver or otherwise make available to CITY all originals of data, drawings, specifications, calculations, reports, estimates, summaries, and such other information, documents, and materials as the ENGINEER or its subconsultants may have accumulated or prepared in performing this Agreement, whether completed or in progress, with the ENGINEER retaining copies of the same. 17.6 Upon termination under any subparagraph above, CITY reserves the right to prosecute the WORK to completion utilizing other qualified firms or individuals; provided, the ENGINEER shall have no responsibility to prosecute further WORK thereon. 17.7 If, after termination for failure of the ENGINEER to fulfill contractual obligations, it is determined that the ENGINEER has not so failed, the termination shall be deemed to have been effected for the convenience of CITY. In such event, the adjustment pursuant to the Agreement shall be determined as set forth in subparagraph 17.4 of this Section. 17.8 If, because of death, unavailability or any other occurrence, it becomes impossible for any key personnel employed by the ENGINEER in PROJECT WORK or for any corporate officer of the ENGINEER to render his services to the PROJECT, the ENGINEER shall not be relieved of its obligations to complete performance under this Agreement without the concurrence and written approval of CITY. If CITY agrees to termination of this Agreement under this provision, payment shall be made as set forth in subparagraph 17.3 of this Section. G:\JAMYAKIMA-JC4\61 wpd 10 SECTION 18 ARBITRATION 18.1 All claims, counterclaims, disputes, and other matters in question arising out of, or relating to, this AGREEMENT or the breach thereof may be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. Either CITY or ENGINEER may initiate a request for such arbitration, but consent of the other party to such arbitration shall be a necessary precondition to arbitration. SECTION 19 NOTICE 19.1 Any notice required to be given under the terms of this Agreement shall be directed to the party at the address set forth below. Notice shall be considered issued and effective upon receipt thereof by the addressee -party, or seventy-two hours after mailing by certified mail to the place of business set forth below, whichever is earlier. CITY: City of Yakima 2301 Fruitvale Boulevard Yakima, WA 98902 Attn: Mr. Chris Waarvick, Public Works Director ENGINEER: HUIBREGTSE, LOUMAN ASSOCIATES, INC. 801 North 39th Avenue Yakima, WA 98902 Attn: William L. Huibregtse, PE, Principal -in -Charge IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed by their respective authorized officers or representatives as of the day and year first above written. CITY OF YAKIMA Signature Richard A. Zais, Jr. (Printed Name) Title: City Manager Date: HUIBREGTSE, LOUMAN ASSOCIATES, INC. /(1Lell Signature William L. Huibregtse (Printed Name) Title: President Date: ;ir.Kitv7,1 Atte , G�.t�E1 (,.� �. C' Clerk CITV CONTRACT •. 'S/-70,1 RESOLUTION NO: 4..R,40.1,—//9 1 1 G:\JAMYAKIMA-JC4\61.wpd STATE OF WASHINGTON ) ) ss. COUNTY OF YAKIMA ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the of CITY OF YAKIMA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp G:VAMVAKIMA-JC4\61 wpd (Signature) Title Printed Name My commission expires: 12 STATE OF WASHINGTON ss. COUNTY OF YAKIMA I certify that I know or have satisfactory evidence that William L. Huibregtse, PE, is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the President of Huibregtse, Louman Associates, Inc., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp OA,__ e '` \ 51oNF�fl 4. cir NOTARY ?fl PUBLIC G:UAMYAKIMA-JC4\61.wpd Title J/4/L) &)(2/7.&v)i)et;(-:_lt Printed Name My commission expires: 13 EXHIBIT A CITY OF YAKIMA - 2004-2005 SIDEWALK IMPROVEMENTS SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - 2004-2005 Sidewalk Improvements This scope of work shall include the furnishing of all services, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter. The work to be performed involves design engineering, preparation of plans, specifications, and estimates for up to two (2) schedules of work. 1. PROJECT MANAGEMENT A. Project Management. The project manager will coordinate ENGINEER's design team to ensure that the work is completed on schedule, is technically competent, and meets the CITY's needs. The project manager will provide overall project management for ENGINEER's work elements including, progress reports, and invoicing. B. Project Meetings. Attend up to two (2) project meetings in Yakima with CITY Staff to coordinate the design aspects of the project with the CITY. C. Public Meetings. Attend up to two (2) public meetings in support of the CITY to address technical aspects of the work related to final design and preparation of plans and specifications for the Project. 2. DESIGN AND FINAL PLANS AND SPECIFICATIONS A. Perform field investigations and field surveying necessary to supplement existing pre -design data for the design of identified improvements. B. Perform the preliminary design and present preliminary plans to the CITY prior to detailing final Plans. C. On the basis of approved preliminary plans, perform the final design and prepare complete Plans and Specifications for bid call on the proposed work, as authorized by the CITY. D. Furnish the CITY thirty (30) copies of the final Plans and Specifications for bidding and construction. E. Furnish to the CITY engineering data for and assist in the preparation of the required documents so that the CITY may secure approval of such governmental authorities as have jurisdiction over design criteria applicable to the Project. G:\JANNYAKIMA-JC4\61.wpd 14 F. Answer and supply such information as is requested by prospective bidders. G. Prepare and issue addenda, if necessary. H. Prepare the Engineer's Estimate of construction cost. I. Attend bid opening and participate in the bid opening and evaluation process. J. Prepare tabulation of all bids received by the CITY and review bidder's qualifica- tions. K. Make recommendation of construction contract award to the lowest responsible bidder. The following professional services work for this project (SERVICES DURING CONSTRUCTION) is provided for information only at this time. The scope and cost of SERVICES DURING CONSTRUCTION professional services are intended to be negotiated and incorporated into this agreement by supplement/addendum at a later date with the mutual agreement of CITY and ENGINEER: 3. SERVICES DURING CONSTRUCTION A. Furnish the field survey crew necessary to set horizontal and vertical control for the improvements authorized for construction. B. Furnish a qualified resident engineer who shall make construction observations and be on the job at all times that significant work is in progress, whose duty shall be to provide surveillance of project construction for substantial compliance with Plans and Specifications. C. Prepare progress reports on the Project and file same with the CITY and provide monthly progress estimates to the CITY. D. Consult and advise the CITY during construction and make a final report of the completed work. E. Monitor the construction contractor's compliance with State labor standards. F. Review Contractor's submission of samples and shop drawings, where applicable. G. Recommend progress payments for the construction contractor to the CITY. H. Prepare and submit proposed contract change orders when applicable. Prepare and furnish reproducible record drawings of all completed work from as - built drawings furnished by the CITY's construction contractor. G: V ANWAK I MA -J C4\61. wpd 15 EXHIBIT B 2004-2005 Sidewalk Improvements Professional Fees Compensation for professional services will be on a time spent basis at the specific hourly rates shown on Exhibit D, plus reimbursement for direct non -salary expenses. The following spreadsheet shows the estimated time and expenses to perform design engineering, plans, specifications, and estimate for this 2004-2005 Sidewalk Improvement Project. The maximum amount of compensation to the ENGINEER for this work will be $21,018.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE: 2004-2005 Sidewalk Improvements CLIENT. CITY OF YAKIMA JOB NUMBER: Huibregtse, Louman Associates, Inc. (040XX) DATE: July 7, 2004 ENGINEER'S HOURLY ESTIMATE TASK NO PROJECT TASK Principal Engineer Licensed Prof. Engineer Licensed Land Surveyor CAD Operator 2 -Man Survey Crew Clerical TOTAL HRS TASK DIRECT COSTS $123 $101 $94 $73 $135 $49 1 PROJECT MANAGEMENT A Project Management 2 4 0 0 0 0 6 650.00 B Project Meetings 0 3 0 0 0 0 3 303.00 C Public Meetings 0 3 0 0 0 3 303.00 2 DESIGN AND FINAL PLANS, SPECIFICATIONS, & ESTIMATE A Field investigations and field surveying 0 4 4 4 32 0 44 5,392.00 B Perform the preliminary design 2 18 4 32 2 6 64 5,340.00 C In-house project review, quality control 1 4 0 0 0 2 7 625.00 D Incorporate Agency Review comments 1 2 0 8 0 2 13 1,007.00 E Final design, Plans, and Specifications 1 10 0 24 0 2 37 2,925.00 F Furnish copies of Plans and Specifications 0 1 0 0 0 2 3 199.00 G Furnish engineering data for approvals 0 1 0 0 0 0 1 101.00 H Answer bidders questions 1 2 0 0 0 0 3 325.00 I Prepare and issue addenda 1 2 0 0 0 2 5 423.00 J Prepare Estimate of construc- tion cost 1 4 0 4 0 1 10 868.00 K Attend bid opening 1 2 0 0 0 0 3 325.00 G: UAMYAK I M A -J C4\61. wpd 16 TASK NO PROJECT TASK Principal Engineer Licensed Prof. Engineer Licensed Land Surveyor CAD Operator 2 -Man Survey Crew Clerical TOTAL HRS TASK DIRECT COSTS $123 $101 $94 $73 $135 $49 L Prepare tabulation of bids 0 2 0 0 0 2 4 300.00 M Make recommendation of con- struction contract award 1 2 0 0 0 1 4 374.00 Labor Subtotal 12 64 8 72 34 20 210 19,518.00 EXPENSES: hours $/hr Computers: 0.00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0.00 0.00 Mileage $0.32 0 00 Meals/Lodging $0.00 0 00 Misc. expenses: FAX 0 00 TELEPHONE 0 00 POSTAGE 0.00 OUTSIDE PRINTING 1,500.00 SUB -CONSULTANTS: x 1.1 0.00 Subtotal - Labor 19,518.00 Subtotal- Expenses Subtotal - Subconsultants 1,500.00 0.00 Total - DESIGN AND FINAL PLANS AND SPECIFICATIONS $21,018.00 G:UAMYAKIMA-JC4\61 wpd 17 SKYLINE AVE N 69T A YAKIMA AVE P OJE L CATI S 67TH AVE BITT=RROOT HAVEN WAY SUMMITVIEW AVE SHAM7K W Y KIMA AVE CHE S 62ND AVE S 60TH AVE W E BARGE ST s STNUT AVE. N 56TH AVE S 69TH AVE w Q cn BRISTOL 0 cc z w WAY a S 64TH AVE W NOB HILL BLVD w 1— co co rn MEADOW McCLAREN ST w H o) S 58TH AVE S 57TH AVE z H S 56TH AVE MEI z z w - J BRI CITY OF YAKIMA 2004-2005 SIDEWALK IMPROVEMENTS 65th AVENUE/CHESTNUT AVE. EXHIBIT C EXHIBIT "D" SCHEDULE OF RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2004, Through December 31, 2004) Principal Engineer $123.00 per hour Licensed Professional Engineer $101.00 per hour Licensed Professional Land Surveyor $94.00 per hour Project Engineer $85.00 per hour CAD Technician $73.00 per hour Resident Engineer/Inspector $70.00 per hour Surveyor $70.00 per hour Senior Engineering Technician $56.00 per hour Engineering Technician $49.00 per hour Word Processing Technician $49.00 per hour Two Man Survey Party $135.00 per hour Three Man Survey Party $176.00 per hour Vehicle Mileage $0.32 per mile Global Positioning Survey System Fee $72.00 per hour G:VAMYAKIMA•JC4\61 wpd EXHIBIT "D°' SCHEDULE OF RATES FOR HUIBREGTSE, LOUMAN ASSOCIATES, INC. (January 1, 2005, Through December 31, 2005) Principal Engineer $127.00 per hour Licensed Professional Engineer $105.00 per hour Licensed Professional Land Surveyor $97.00 per hour Project Engineer $88.00 per hour CAD Technician $76.00 per hour Resident Engineer/Inspector $72.00 per hour Surveyor $72.00 per hour Senior Engineering Technician $58.00 per hour Engineering Technician $51.00 per hour Word Processing Technician $51.00 per hour Two Man Survey Party $140.00 per hour Three Man Survey Party $182.00 per hour Vehicle Mileage $0.32 per mile Global Positioning Survey System Fee $72.00 per hour G: V AMYAK I M A•JC4\61. wpd BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. /0 For Meeting Of August 3, 2004 ITEM TITLE: Consideration of Legislation to Implement the Yakima School Safety Flashers and Sidewalk Grant from the Washington Traffic Safety Commission, including: (A) Resolution authorizing and directing the City Manager of the City of Yakima to execute a professional services contract with Huibregtse, Louman Associates, Inc, and (B) Appropriation Ordinance amending the 2004 Budget to accomplish this project and reflect related grant revenue and expenses. SUBMITTED BY: Chris Waarvick, Director of Public Works CONTACT PERSON/TELEPHONE: Shelley Willson, Streets and Traffic Manager Joan Davenport, Supervising Traffic Engineer SUMMARY EXPLANATION: On July 1, 2004 the City of Yakima received a $200,000 grant from the Washington Traffic Safety Commission for the installation of solar powered school safety zone flashers and the construction of a sidewalk on N 65th Avenue and Chestnut Avenue (in the vicinity of Summitview Elementary School). On July 20, the Yakima City Council approved a sole source procurement of 20 school zone flashers from RTC, Inc subject to funding from this grant. In order to accomplish the construction of the sidewalk authorized by the grant prior to the June 30, 2005 deadline for grant expenditures, the City desires entering into a contract with Huibregtse, Louman Associates for professional engineering services. This firm was selected from the Qualified Consultant Roster established by the City of Yakima The Appropriation Ordinance is necessary to establish resources for the reimbursable grant program. This is a model project fully supported by the Washington Traffic Safety Commission (WTSC) and will be used in a final report to the state legislature by the WTSC to gain support for additional funding for school zone safety projects. Matching funds to leverage this grant are expected to be provided by the West Valley School District, subject to a future agreement between the city and the school district that will be submitted at a later time for Council review. Resolution X Ordinance X Contract X Other (Specify Funding Source: Arterial Street Fund—Washington Traffic Safety Grant funds APPROVAL FOR SUBMITTAL: ���•�.��� , City ager STAFF RECOMMENDATION: A) Adopt the Resolution which authorizes execution of the contract; and B) Read Ordinance by title only at the August 3, 2004 meeting; pass ordinance following the second reading at the August 17, 2004 meeting. BOARD RECOMMENDATION: COUNCIL ACTION: (A) Resolution adopted RESOLUTION NO. 2004-119 (B) First reading of Ordinance amendingtthe 2004 Budget to implement the 2004 School Zone Safety Flasherand Sidewalk Grant from the Washington Traffic Safety Commission ( No Council action required this meeting; second reading scheduled 8-17-2009 RESOLUTION NO. R 2004 - 119 A RESOLUTION authorizing and directing the City Manager to execute a professional services agreement between the City of Yakima and Huibregtse, Louman Associates Inc. for the purpose of providing professional engineering services to construct a school -related sidewalk funded by a grant from the Washington Traffic Safety Commission. WHEREAS, the City of Yakima desires to engage Huibregtse, Louman Associates on a professional services contact basis for the City of Yakima in order to construct a school - related sidewalk on Chestnut Avenue and N 65th Avenue, funded by a grant from the Washington Traffic Safety Commission; and WHEREAS, Huibregtse, Louman Associates has the experience and expertise necessary to provide said services, is listed on the City Qualified Consultant Roster and is willing to do so in accordance with the terms and conditions of the attached agreement; and WHEREAS, funds from this Washington Traffic Safety Commission grant must be expended by June 30, 2005, creating a restricted schedule for project completion; and WHEREAS, the City Council deems it to be in the best interest of the City of Yakima to enter into an agreement similar to the attached agreement with Huibregtse, Louman Associates for professional engineering services, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute an agreement similar to the attached and incorporated "Agreement between City of Yakima, Washington and Huibregtse, Louman Associates, Inc. for Professional Services" with Huibregtse, Louman Associates Inc. for professional engineering services to construct a school -related sidewalk funded by a grant from the Washington Traffic Safety Commission. ADOPTED BY THE CITY COUNCIL this 3rd day of August, 2004. ATTEST: Paul P. George, Mayor City Clerk (lk)res/engineering signal enhance christoperson mar 02.pm ORDINANCE NO. 2004 -- AN ORDINANCE amending the 2004 budget for the City of Yakima; and making an appropriation of $232,000 from the Budget Account 142 - Arterial Street Fund to implement the 2004 School Zone Safety Flasher and Sidewalk Grant from the Washington Traffic Safety Commission. WHEREAS, the amount of $232,000 must be appropriated from City of Yakima Budget Account 142 - Arterial Street Fund during 2004 for the purpose of administering reimbursable grant revenues and expenditures to implement the School Zone Safety Flasher and Sidewalk grant from the Washington Traffic Safety Commission; and WHEREAS, the City of Yakima, Washington was awarded $200,000 in reimbursable grant revenue funds for this project, with an estimated $32,000 local match from the West Valley School District; and WHEREAS, the grant funds for this project from the Washington Traffic Safety Commission must be fully expended by June 30, 2005, presenting a restricted time limit for project implementation; and WHEREAS, at the time of the adoption of the 2004 budget the revenue funds for this project were not known; and the City Council declares that an emergency exists of the type contemplated by RCW 35.33.091 and that it is in the best interests of the City to make appropriation herein provided; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF YAKIMA, WASHINGTON: Section 1: The amount of $232,000 is hereby appropriated from the Un- appropriated Fund Balance in the 142- Arterial Street Fund to the following accounts : Resources: Washington Traffic Safety Comm- 142-142-528-2091-33403.5TS ---$200,000 West Valley School 142-142-528-2091-33700-ILG ---$32,000 Expenditures: School Sidewalk/Flashers 142-142-528-2091-59530-650 ---$232,000 Section 2: This ordinance is one making an appropriation and shall take effect immediately upon its passage, approval and publication as provided by law and by the City Charter. PASSED BY THE CITY COUNCIL, at a regular meeting and signed and approved this day of August 2004. Paul P. George, Mayor ATTEST: City Clerk First Reading: 8-3-2004 Publication Date: Effective Date: