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2000-060 Intersection Signalization N 40th Ave & Castlevale Rd Agreement with Knobel's Electric
. . , • City of Yakima Engineering Division MimgeNaPiliMM36SW I RSECTION SIGNAL' A TION PROJECT NORTH 40th AVENUE & CASTLEVALE RO A I City Project No. 1935 • Federal Contract No. STPUS 4683(005) TA-1977 . ,----4.4,-.4za.-----, sa,,n16.44 ,, ,....4 $4,,,. ;%•'4,* ' ilk \ %'; ' 1 541 1 A , ..' in.0411%40 a • a : 0V ,4, ,,, . . • f V4! , i4 4 R;gV .-/' ,ao 4 •tn,,'SW "I V.444 ili74 ^eV1..' e ibitioti. witax 1 , l' trI l' : ! V r VitAft .., 01 . s, • • • - .-.,..vAtt • ' 4 kt 0414 ." vt - lizt0 • : , .'-:41MA o d - / 420. i . .4-440 , ,,Foo • ‘1.7::4410.4 # , '•, At 6 .7 "Irk•ai V e alik4naaaa ' 1- eti, \ :74.4 6 e " .of .4.1a#, KV- :40,41.ft,441-004 4;34. iv ,, ,,,,,/ 'Neiti44 `.0, `---Nlevozirobvegkats Construction Contract Specifications & Bid Documents 129 North Second Street October 2001 Phone (509) 575-6111 • Yakima, WA 98901 Fax (509) 576-6305 EittMea:ZONM:',7 rOWNEVIRMVP7 tagfIRMaAralk.WiflEK ,AMMIOiRVERZWAVGa;,-5EVARtil ()( BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT ^� Item No. I For Meeting Of 11/26/02 ITEM TITLE: Final Contract Payment for Intersection Signalization Project North 40 Ave and Castlevale Road SUBMITTED BY: frYertment of Community & Economic Development - Engineering CONTACT PERSON /TELEPHONE: K. W. Adams, City Engineer - 575 -6096 SUMMARY EXPLANATION: This project consisted of the installation of a new traffic signal at the intersection of North 40 Avenue and Castlevale Avenue. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final estimate. Five percent (5%) retainage will be held for 30 days after Council approval. Contractor: Knobel's Electric Contract Award: 2/27/02 Contract Cost: $187,872.52 Amt. This Payment: $2,068.46 The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify)Final Contract Payment Contract Mail to (name and address) : Phone: Funding Source Arterial Street Fund APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: Standard Motion V -B was adopted. CITY OF YAKIMA, WASHINGTON FILE NO. 1935 IMPROVEMENT: INTERSECTION SIGNALIZATION 11/12/02 CONTRACTOR: KNOBEL'S ELECTRIC N. 40TH AVENUE & CASTLEVALE RD. MADE BY WL PROGRESS ESTIMATE NO. 4 FINAL NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 1 SPILL PREVENTION PLAN LS 100% $ 500.00 $500.00 100% $500.00 2 MOBILIZATION LS 100% $ 8,200.00 $8,200.00 100% $8,200.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $ 8,500.00 $8,500.00 100% $8,500.00 4 REMOVAL OF STRUCTURE AND OBSTRUCTIONS LS 100% $ 2,838.00 $2,838.00 100% $2,838.00 5 IMPORTED SELECT BACKFILL, AS DIRECTED CY 69.33 $ 72.50 $5,026.43 87% $5,800.00 6 SHORING OR EXTRA EXCAVATIN SF 0 $ 0.25 $0.00 0% $130.00 7 ASPHALT PAVEMENT REPAIR SY 44.26 $ 26.00 $1,150.76 111% $1,040.00 8 CEMENT CONCRETE BARRIER CURB & GUTTER LF 0 $ 30.00 $0.00 0% $600.00 9 CEMENT CONCRETE SIDEWALK SY 56 $ 23.00 $1,288.00 112% $1,150.00 10 REMOVE EXISTING CITY STREET LIGHT EA 1 $ 880.00 $880.00 100% $880.00 11 TRAFFIC SIGNAL DISPLAY AND DETECTION SYSTEM LS 100% $ 158,762.00 $158,762.00 100% $158,762.00 12 CONTROLLER EQUIPMENT TRAINING LS 100% $ 550.00 $550.00 100% $550.00 13 REPAIR OR REPLACEMENT FA $2,177.33 $ 2,000.00 $2,177.33 109% $2,000.00 PREVIOUS PAYMENTS TOTAL $189,872.52 99% $190,950.00 1 $106,918.64 CHANGE ORDERS $0.00 2 $45,411.13 TOTAL DUE CONTRACTOR $189,872.52 3 $25,980.66 LESS PREVIOUSLY $178,310.43 I certify that the ab ye estimate is true and correct. LESS 5% RETAINAGE $9,493.63 a TOTAL $2,068.46 City Enginee , y . ' c+ i 4 BID SUMMARY BIDDER #1 BIDDER #2 BIDDER #3 Knobel's Electric, Inc. Industrial Service & Electric OWNER: CITY OF YAKIMA 801 Tennant Lane 2309 South 3r Avenue PROJECT: INTERSECTION SIGNALIZATION PROJECT NORTH 40 AVENUE AND CASTLEVALE ROAD Yakima, WA 98901 Union Gap, WA 98903 DATE: NOVEMBER 19, 2001 2:00 P.M. HLA PROJECT NO.: 98108 CITY OF YAKIMA NO.: 1935 ITEM ITEM ITEM ENGINEER'S ESTIMATE UNIT UNIT UNIT NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICEAMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 SPILL PREVENTION PLAN - - - LS 500.00 500.00 N/A 2 MOBILIZATION - - - LS 5,000.00 8,200.00 10,000.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC - - - LS 6,000.00 8,500.00 6,000.00 4 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - - - LS 1,500.00 2,838.00 2,400.00 5 IMPORTED SELECT BACKFILL, AS DIRECTED 80 CY 30.00 2,400.00 72.50 5,800.00 19.00 1,520.00 6 SHORING OR EXTRA EXCAVATION 520 SF 1.50 780.00 0.25 130.00 5.50 2,860.00 7 ASPHALT PAVEMENT REPAIR 40 SY 40.00 1,600.00 26.00 1,040.00 21.20 848.00 8 CEMENT CONCRETE BARRIER CURB AND GUTTER 20 LF 25.00 500.00 30.00 600.00 29.40 588.00 9 CEMENT CONCRETE SIDEWALK 50 SY 20.00 1,000.00 23.00 1,150.00 41.22 2,061.00 10 REMOVE EXISTING CITY STREET LIGHT 1 EA 2,500.00 2,500.00 880.00 880.00 1,150.00 1,150.00 11 TRAFFIC SIGNAL DISPLAY AND DETECTION SYSTEM - -- LS 130,000.00 158,762.00 169,395.00 12 CONTROLLER EQUIPMENT TRAINING - - - LS 1,500.00 550.00 500.00 13 REPAIR OR REPLACEMENT - - - FA 2,000.00 2,000.00 2,000.00 BID TOTAL $155,280.00 $190,950.00 * $199,322.00 I ENGINEER'S REPORT * Irregular Bid, not Signed CITY OF YAKIMA Competitive bids were opened on November 19, 2001. All bids have been reviewed by this office. ^ g vw�.• e .Lr rp t^az () I recommend the contract be awarded to: Knobel's Electric, Inc. A`J 1/ARD MADE BY CITY MANAGER INTERSECTION SIGNALIZATION j -/ � 1 PROJECT ,,g' cik)z4L__—_____7 2 /z2/zooz �� i� , i NORTH 40 DATE PRIJEC e•'NEER ��� ( ��` � "'- AVENUE AND Huibregtse, Lo? • an Associates, Inc. c . cAl� DATE CITY MANAGER CASTLEVALE 1. n J / CIVIL ENGINEERING • LAND SURVEYING PLANNING CAS ROAD PROJECT NO. 1935 DATE: NOVEMBER 19, 2001 Page 1 of 1 ADDENDUM NO. 1 To the Contract Provisions for CITY OF YAKIMA, WASHINGTON INTERSECTION SIGNALIZATION PROJECT NORTH 40 AVENUE AND CASTLEVALE ROAD City of Yakima Project No. 1935 HLA Project No. 98108 BID OPENING: NOVEMBER 19, 2001 2:00 P.M. To the attention of all bidders for the above project: The following additions, revisions, and /or modifications are made to the Contract Documents, Plans, and Specifications for this project: ITEM 1 - INVITATION TO BID The date of the pre -bid conference, which was published as November 12, 2001, shall be changed to November 13, 2001. The time and place of the pre -bid conference shall be as stated in the Invitation to Bid. • This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. ' /1411417 AI at / ,2- Dennis J. Whit or, PE l Date Huibregtse, Le ; n Associates, Inc. 801 North 39 ; -nue • Yakima, WA 98902 Phone: (509) 966 -7000 G:UAN \YAK I MA -J C- 3 \YKJ3 -93. wpd City of Yakima INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD City Project No. 1935 Federal Contract No. STPUS 4583(005) WHI WAs pc0/ •O • i:383 ISTEr� O' I 7T A NAL (DPI EXPIRES Ma 19, 2002 Huibregtse, Lowman Associates, Inc. 1 04107 CIVIL ENGINEERING • LAND SURVEYING • PLANNING Z:WAN \SPECS\98108.DEP.wpd 1 CONTENTS CITY OF YAKIMA INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD City Project No. 1935 SECTION PAGE INVITATION TO BID 4 STANDARD SPECIFICATIONS Standard Specifications 6 Amendments to the 2000 Standard Specifications 7 CONTRACT PROVISIONS Special Provisions 92 City of Yakima Special Provisions 111 1 -01 Definition and Terms 111 1 -02 Bid Procedures and Conditions 112 MBE/WBE Form - 5/95 114 1 -03 Award and Execution of Contract 118 1 -04 Scope of the Work 118 1 -05 Control of Work 118 1 -06 Control of Materials 120 1 -07 Legal Relations and Responsibilities to the Public 121 1 -08 Prosecution and Progress 123 1 -09 Measurement and Payment 124 1 -10 Temporary Traffic Control 126 2 -02 Removal of Structures and Obstructions 127 5 -04 Asphalt Concrete Pavement 128 8 -20 Illumination, Signalization, and Electrical 129 8 -30 Repair or Replacement (New Section) 138 Z:UAN \SPECS\98108.DEP.wpd 2 Required Contract Provisions Federal -Aid Construction Contracts 143 Contract 155 Performance Bond 157 Informational Certificate of Insurance 159 Informational Additional Insured Endorsement 160 Minimum Wage Affidavit 161 PREVAILING WAGE RATES • Prevailing Wage Rates 162 (State and Federal Wage Rates Attached) PROPOSAL Proposal Form 224 Item Proposal Bid Sheet 225 Bid Bond Form 227 Non - Collusion Declaration 228 Nondiscrimination Provision .... . ...... . 229 Subcontractor List 230 Women and Minority Business Enterprise Policy 231 Council Resolution 232 Affirmative Action Plan 233 Proposal 239 Bidder's Check List 240 PLANS & DETAILS Z:\JAMSPECS\98108. DEP.wpd 3 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on November 19, 2001, and then be opened and publicly read for the construction of: INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD CITY OF YAKIMA PROJECT NO. 1935 This project consists of the furnishing of all labor, materials, and equipment required for the installation of a new traffic signal at the intersection of North 40 Avenue and Castlevale Avenue. The north, south, and east legs of the intersection are existing. The west leg of the intersection, including excavation and embankment, cement concrete curb, gutter, sidewalks and asphalt paving, will be constructed under a separate project. This project includes signal poles, cement concrete pole bases (including excavation), anchor bolts, conduit, pull boxes, controller, video detection system, conductors, lighting and signalization arms, pedestrian heads, high - pressure sodium luminaires, and connection to power utility and telephone utility. One existing street light pole, luminaire arm, and concrete base, located at the northeast corner of the intersection, will be removed. Plans, Specifications, and bid forms are available from THE OFFICE OF THE CITY ENGINEER located at 129 North 2nd Street, Yakima, WA 98901, and may be obtained for a fee of $50.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at plan centers in Yakima and Kennewick, WA. A pre -bid conference will be held at Yakima City Hall CEO Conference Room, Second Floor, 129 North 2" Street, Yakima, Washington, at 10:00 a.m. on November 12, 2001. The conference will include project discussion and the Affirmative Action Plan. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City reserves the right to reject any or all bids and proposals: DATED this ?G day of (c J 2) , 2001. Karen S. Roberts City Clerk PUBLISH: October 31, 2001 November 7, 2001 Z:'JAMSPECS\98108.DEP.wpd 4 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2000 Standard Specifications Z:UAMSPECS\98108.DEP.wpd 5 STANDARD SPECIFICATIONS The 2000 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 2000 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2000 Standard Specifications for Road, Bridge, and Municipal Construction (English). Z:WAMSPECS \98108.DEP.wpd 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1 -01, DEFINITIONS AND TERMS June 26, 2000 1- 01.2(1) Associations and Miscellaneous This section is supplemented with the following: FOP Field Operating Procedure WAQTC Western Alliance for Quality Transportation Construction SOP Standard Operating Procedure SECTION 1 -02, BID PROCEDURES AND CONDITIONS August 6, 2001 1- 02.8(1) Noncollusion Declaration In the first sentence of the second paragraph the reference to "23 CFR Part 635.107(i)(1)" is revised to read "23 CFR 635.112(f) ". In the third sentence of the second paragraph the reference to "23 CFR Part 635.107(i)" is revised to read "23 CFR 635.112(f)(1) ". 1- 02.4(1) General The first paragraph is revised to read as follows: The bidder shall carefully examine the bid documents as defined in Section 1 -01.3. Submittal of a bid shall be conclusive evidence that the bidder has made these examinations and understands all requirements for the performance of the completed work. The bidder further warrants, agrees, and acknowledges by submitting a bid that it: 1. Has taken steps reasonably necessary to ascertain the nature and location of the work; 2. Has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to: a. conditions bearing upon acquisition, transportation, disposal, handling, and storage of materials; b. the availability of labor, materials, water, electric power, and roads; c. uncertainties of weather, river stages, tides, or similar physical condition at the site; d. the conformation and condition of the ground; and Z:\JAN\SPECS\98108.DEP.wpd 7 e. the character of equipment and facilities needed preliminary to and during work performance; f. the site biological hazards and associated physical hazards. 3. Has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the work site (including material sites) as well as from the bid documents and other information made a part of this contract; and 4. Has satisfied itself as to the adequacy of time allowed for the completion of the physical work on the contract. SECTION 1 -04, SCOPE OF THE WORK February 5, 2001 1 -04.4 Changes In the third paragraph, "B" is revised to read as follows: B. When an item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. For the purpose of this section, an item of work will be defined as any item that qualifies for adjustment under the provisions of Section 1 -04.6. This section is supplemented with the following: 1- 04.4(1) Minor Changes 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 Section 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. SECTION 1 -06, CONTROL OF MATERIAL August 6, 2001 1- 06.2(1) Samples and Tests for Acceptance In the first paragraph, the last sentence is revised to read: Samples not taken by or in the presence of the Engineer will not be accepted for test, unless the Engineer permits otherwise. In the fourth paragraph, the last sentence is revised to read as follows: Z:\JAN \SPECS\98108.DEP.wpd 8 The Engineer will respond in writing within three working days of the receipt of the Contractor's written communications. In the fifth paragraph, the first and second sentences are revised to read as follows: All field and laboratory and materials testing by the Engineer will follow methods described in the contract documents or in the Washington State Department of Transportation Materials Manual, using qualified testing personnel and calibrated or verified equipment. The following provisions will apply when the Contracting Agency uses the specifications or methods from the sources named below: The fifth paragraph is supplemented with the following: WAQTC - Western Alliance for Quality Transportation Construction. The WAQTC designation number refers to this alliance's latest adopted or tentative standard. The standard or tentative standard in effect on the bid advertising date will apply in each case. The Contracting Agency will consider them as in effect 60 calendar days after publication. Copies of any separate WAQTC testing method may be obtained from: The WSDOT Quality Systems Manager, Field Operations Support Service Center, Materials Laboratory, PO Box 47365, Olympia, Washington, 98504 -7365. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 6, 2001 1 -07.4 Sanitation This section including title is revised to read as follows: 1 -07.4 Sanitation 1- 07.4(1) General The Contractor shall provide employees with all accommodations required by the State Department of Social and Health Services and other agencies. These accommodations shall be kept clean, neat, and sanitized, and shall not create any public nuisance. The Contractor shall keep all camp sites clean, burn or properly dispose of all refuse, and leave each site in a neat and sanitary condition. This section is supplemented with the following: 1- 07.4(2) Health Hazards Biological hazards and associated physical hazards may be present in the worksite. The Contractor shall take precautions and perform any necessary work to provide and maintain a safe and healthful worksite in accordance with applicable laws. Payment for work necessary to provide and maintain a safe worksite will be incidental to associated items of contract work unless the contract includes provisions to the contrary. 1 -07.8 High Visibility Apparel In the second paragraph, (1) is revised to read as follows: 1. when personnel are out of view of, or not exposed to traffic, Z:'JAN \SPECS\98108.DEP.wpd 9 1 -07.11 Requirements For Non - discrimination This section is supplemented with the following: 1- 07.11(2)A Equal Employment Opportunity Responsibilities Title VI Responsibilities During the performance of this contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor ") agrees as follows: 1. Compliance With Regulations The Contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter DOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, i 1 men practices when the contract covers the including i"��' ei I ipioy t : � i..i : i .7i ai..:iLvs th L.i iv: s v n:i v: v: vi a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the Contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the ground of race, color, sex, or national origin. 4. Information and Reports The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Washington State Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Washington State Department of Transportation, or the Federal Highway Administration as appropriate, and shall .set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance In the event of the Contractor's noncompliance with the nondiscrimination provisions of this contract, the Washington State Department of Transportation shall impose such contract sanctions as it or the Federal Z:WAN \SPECS\98108.DEP.wpd 10 Highway Administration may determine to be appropriate, including, but not limited to: 1. Withholding of payments to the Contractor under the contract until the Contractor complies, and/or; 2. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions The Contractor shall include the provisions of paragraphs (1) through (5) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontractor or procurement as the Washington State Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the Contractor may request the Washington State Department of Transportation enter into such litigation to protect the interests of the state and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 1- 07.11(6) Incorporation of Provisions The first sentence is revised to read as follows: The Contractor shall include the provisions of Section 1- 07.11(2) Contractual Requirements (1) through (4) and the Section 1- 07.11(5) Sanctions in every subcontract including procurement of materials and leases of equipment. 1- 07.11(10)B Required Records and Retention This section is revised to read as follows: All records must be retained by the Contractor for a period of three years following completion of the contract work. All records shall be available at reasonable times and places for inspection by authorized representatives of either the Washington State Department of Transportation or the Federal Highway Administration. Federal -Aid Highway Construction Contractors Annual EEO Report FHWA #1391. This form is required for all federally assisted projects provided the contract is equal to or greater than $10,000 and for every associated subcontract equal to or greater than $10,000. Each contract requires separate reports filed for the Contractor and each subcontractor (subject to the above noted criteria). These forms are due by August 25th in every year during which work was performed in July. The payroll period to be reflected in the report is the last payroll period in July in which work was performed. This report is required of each Contractor and subcontractor for each federally assisted contract on which the Contractor or subcontractor performs work during the month of July. Z:UAN \SPECS\98108.DEP.wpd 11 Monthly Employment Utilization Reports WSDOT form #820 -010. This form is required for all federally assisted projects if the contract is equal to or greater then $10,000 and for every associated subcontract equal to or greater than $10,000. These monthly reports are to be maintained in the respective Contractor or subcontractor's records. In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies of the completed WSDOT form 820 -010 to the Contracting Agency by the fifth of each month throughout the term of the contract. The Contractor shall also collect and submit these forms monthly from every subcontractor who holds a subcontract with a value of $100,000 or more. Failure to submit the required reports by their due dates may result in the withholding of progress estimate payments. 1- 07.13(4) Repair of Damage This section is revised to read as follows: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer, For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4 using the estimated bid item "Reimbursement for Third Party Damage ". Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. For the purpose of providing a common mon proposal for all bidders, the Contracting Agency has entered an amount for "Reimbursement For Third Party Damage" in the proposal to become a part of the total bid by the Contractor. 1 -07.15 Temporary Water Pollution /Erosion Control This section is revised to read as follows: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams, and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. 1 -07.17 Utilities and Similar Facilities The second paragraph is revised to read: • Chapter 19.122 of the Revised Code of Washington (RCW) relates to underground utilities. in accordance with this RCW, the Contractor shall call the One - Number Locator Service for field location of utilities. If no locator service is available for the area, notice shall be provided individually to those owners of utilities known to, or suspected of, having underground facilities within the area of the proposed excavation. 1 -07.19 Gratuities This section is supplemented with the following: Z:WAN \SPECS\98108.DEP.wpd 12 The Contractor shall comply with all applicable sections of the State Ethics law, RCW 42.52, which regulates gifts to State officers and employees. Under that statute, any Contracting Agency officer or employee who has or will participate with the Contractor regarding any aspect of this Contract is prohibited from seeking or accepting any gift, gratuity, favor or anything of economic value from the Contractor. Accordingly, neither the Contractor nor any agent or representative shall offer anything of economic value as a gift, gratuity, or favor directly or indirectly to any such officer or employee. 1 -07.22 Use of Explosives In the second paragraph, the reference to "WAC 295 -52" is revised to "WAC 296 -52 ". SECTION 1 -08, PROSECUTION AND PROGRESS August 6, 2001 1 -08.1 Subcontracting The 7th paragraph is revised to read as follows: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This Certification shall be submitted to the Project Engineer on WSDOT form 421 -023, "Annual Report of Amounts Paid as MBE/WBE Participants ", annually for the State fiscal year July 1 through June 30, or through physical completion of the contract, whichever occurs earliest. The report is due July 20th following the fiscal year end or 20 calendar days after physical completion of the contract. The 7th paragraph is supplemented with the following: On all projects funded with both Contracting Agency funds and Federal assistance the Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon completion of the project, as appropriate. The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421 -023, "Annual Report of Amounts Paid as MBE/WBE Participants ". This section is supplemented with the following: Subcontract Completion and Return of Retainage Withheld The following procedure shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The subcontractor shall make a written request to the Contractor for the release of the subcontractor's retainage or retainage bond. 2. Within ten (10) working days of the request, the Contractor shall determine if the subcontract has been satisfactorily completed and shall inform the subcontractor, in writing, of the Contractor's determination. 3. If the Contractor determines that the subcontract has been satisfactorily completed, the subcontractor's retainage or retainage bond shall be Z:WAMSPECS\98108.DEP.wpd 13 released by the Contractor within ten (10) working days from the date of the written notice. 4. If the Contractor determines that the subcontractor has not achieved satisfactory completion of the subcontract, the Contractor must provide the subcontractor with written notice, stating specifically why the subcontract work is not satisfactorily completed and what has to be done to achieve completion. The Contractor shall release the subcontractor's retainage or retainage bond within eight (8) working days after the subcontractor has satisfactorily completed the work identified in the notice. 5. In determining whether satisfactory completion has been achieved , the Contractor may require the subcontractor to provide documentation such as certifications and releases, showing that all laborers, lower- tiered subcontractors, suppliers of material and equipment, and others involved in the subcontractor's work have been paid in full. The Contractor may also require any documentation from the subcontractor that is required by the subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, material acceptance certifications and releases from applicable governmental agencies to the extent that they relate to the subcontractor's work. 6. If the Contractor fails to comply with the requirements of the specification and the subcontractor's retainage or retainage bond is wrongfully withheld, the subcontractor may seek recovery against the Contractor under applicable prompt pay statutes in addition to any other remedies provided for by the subcontract or by law. Conditions 1. This clause does not create a contractual relationship between the Contracting Agency and any subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. 2. This section of the Contract does not apply to retainage withheld by the Contracting Agency from monies earned by the Contractor. The Contracting Agency shall continue to process the release of that retainage based upon the completion date of the project as defined in 1 -08.5 Time for Completion and in accordance with the requirements and procedures set forth in chapter 60.28 RCW. Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the subcontractors prior to total project completion. Those costs shall be incidental to the respective bid items. 1 -08.5 Time For Completion Item "c" in the 7th paragraph is revised to read as follows: c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. Z:VAMSPECS\98108.DEP.wpd 14 1 -08.9 Liquidated Damages The first sentence of the fourth paragraph is revised to read as follows: When the contract work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains to physically complete the total contract, the Engineer may determine the contract work is substantially complete. SECTION 1 -09, MEASUREMENT AND PAYMENT August 6, 2001 1 -09.1 Measurement of Quantities The method of measurement for "Square Yard or Square Foot" is revised to read as follows: Square Yard or Square Foot - the measurement shall be a calculation from the neat dimensions shown in the Plans or as altered by the Engineer. If there is an exception within the measured area where the item of work is not performed (such as a drainage vault within a measured sidewalk) and if the exception area is greater than 9 square feet, then the area of the exception will be subtracted from the payment area calculated from the neat dimensions. 1- 09.2(1) General Requirements for Weighing Equipment This section is revised to read as follows: Any highway or bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. These materials include natural, manufactured or processed materials obtained from natural deposits, stockpiles, or bunkers. Scales Scales shall: 1. Be accurate to within one -half of 1 percent throughout the range of use; 2. Not include spring balances; 3. Include beams, dials, or other reliable readout equipment; 4. Be arranged so that operators and inspectors can safely and easily see the dials, beams, rods, and operating scale mechanisms; 5. Be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts from falling material, wind, and weather; and 6. Be carefully maintained, with bunkers and platforms kept clear of accumulated materials that could cause errors and with knife edges given extra,care and protection. Weighers The Contractor shall provide, set up, and maintain the scales necessary to perform this work. "Contractor provided scale operations" are defined as operations where a scale is set up specifically for the project and most, if not all, material weighed on the scale is Z:\JAN \SPECS\98108.DEP.wpd 15 utilized for contract work. In this situation, the contracting agency will provide a person to operate the scale, write tickets, perform scale checks and prepare reports. The Contractor may also utilize permanently installed, certified, commercial scales. "Commercial scale operations" include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this specification, all batch, hopper, and belt scales are considered to be commercial scales. Commercial scales shall meet the same requirements as Contractor - provided scales. When a commercial scale is used, the Contractor may utilize a commercial scale operator provided it is at no additional cost to the contracting agency. In addition, the Contractor shall ensure that: 1. the Engineer is allowed to observe the weighing operation and check the daily scale weight record; 2. scale verification checks are performed at the direction of the contracting agency (see "1- 09.2(5) Measurement "); 3. several times each day, the commercial scale operator records and makes certain the platform scale balances and returns to zero when the load is removed; and 4. test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Unless otherwise approved, reporting shall u tili ze f 422 -027 Scaleman's Daily Report_ Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. date of haul; 2. contract number; 3. contract unit bid item; 4. unit of measure; 5. identification of hauling vehicle; and 6. weight delivered a. net VVeIgI IL 111 the Vale UI UQLLI l and hopper scales b. gross weight, tare and net weight in the case of platform scales (tare . may be omitted if a tare beam is used) c. approximate load out weight in the case of belt conveyor scales The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. Z:\JAN \SPECS\98108.DEP.wpd 16 1- 09.2(2) Specific Requirements for Batching Scales This section including title is revised to read as follows: 1- 09.2(2) Specific Requirements for Batching and Hopper Scales Each batching scale shall be designed to support a weighing container. The arrangement shall make it convenient for the operator to remove material from the weighing container while watching readout devices. Any weighing container mounted on a platform scale shall have its center of gravity directly over the platform center line. Batching scales used for Portland or asphalt cement shall not be used for batching other materials. Readout devices used for batching or hopper scales shall be marked at intervals evenly spaced throughout and shall be based on the scale's nominal rated capacity. These intervals shall not exceed one -tenth of 1 percent of the nominal rated capacity. Before use at a new site and then at 6 -month intervals, all batching and hopper scales shall be: approved under rules of the Weights and Measures Section of the Washington State Department of Agriculture, or serviced and tested with at least 10,000 pounds by an agent of its manufacturer. In either case, the Contractor shall provide the Engineer with a copy of the final test results. 1- 09.2(3) Specific Requirements for Platform Scales This section is revised to read as follows: Each platform scale shall be able to weigh the entire hauling vehicle or combination of connected vehicles at one time. No part of the vehicle or vehicle combination will be permitted off the platform as it is weighed. A tare weight shall be taken of each hauling vehicle at least twice daily. Any platform scale shall be installed and maintained with the platform level and with rigid bulkheads at either end to prevent binding or shifting. The readout device shall be marked at intervals of no more than 40 pounds. Test records shall show results to the nearest 20 pounds. During weighing operations, weights shall be read and recorded to the nearest 100 pounds. Before use at a new site and then at 6 -month intervals, any platform scale shall be: approved under rules of the Washington State Department of Agriculture's Weights and Measures Section, or serviced and tested with at least 10,000 pounds by an agent of its manufacturer. In either case, the Contractor shall provide the Engineer with a copy of the final test results. Any Contractor - supplied scale shall include a scale house with a floor space of at least 6 by 10 feet. The scale house shall be wind and weather tight, shall have windows for light and ventilation, shall include a door, and shall be lockable. It shall include a table, a chair, electrical power, and a space heater. The Contractor shall provide a rest room near the scale house. 1- 09.2(4) Specific Requirements for Belt Conveyor Scales This section is revised to read as follows: The Engineer may approve conveyor -belt weighing of untreated materials if the method and device meet all general requirements for weighing equipment. The recording tape, odometer, totalizer, calibration adjustment, and clock -time imprinter shall be kept locked and the Engineer shall retain all keys. All belt- conveyor scales shall comply with the requirements for Belt- Conveyor Scales in the National Bureau of Standards Handbook No. 44, except where these specifications modify those requirements. Z:\JAN \SPECS\98108.DEP.wpd 17 A static load test shall be made: each day after the belt- conveyor has run continuously for about 30 minutes, and again, immediately after the air temperature changes significantly. If the static load test reveals a need for adjustment, the Contractor shall perform a chain test. The Contractor shall make the computation of the test chain calibration, the calibration procedures and results, and related records available for the engineer's review. The test chain shall be clearly marked with its calibration, carried in a suitable container, and kept immediately available for testing. • 1- 09.2(5) Measurement This section is revised to read as follows: Scale Verification Checks Regardless of the type of scale used, a scale verification test shall be performed daily. The Contractor shall designate a separate, certified, platform scale or a separate commercial platform scale, independent of the scale used for weighing construction materials, to be used for scale verification checks. Each batch, hopper or platform scale will be tested by routing a loaded truck onto a separate certified platform scale or a separate commercial platform scale and comparing the weights. If such a separate scale is not reasonably available, the Engineer may approve a Contractor request to use an alternate method of scale verification checks as described on Form 422 -027, "Scaleman's Daily Report" and as appropriate for the type of scale. To test the accuracy of a belt- conveyor scale, the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the same payloads taken on a separate certified platform scale. If the test results fluctuate, the engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check period. If scale verification checks shows the scale has been underweighing, it shall be adjusted immediately. The Contractor shall not be compensated for any loss from underweighing. If scale verification checks show the scale has been overweighing, its operation will cease immediately until adjusted. The contracting agency will calculate the combined weight of all materials weighed after the last verification check showing accurate results. This combined weight will then be reduced for payment by the percentage of scale error that exceeds one -half of 1 percent. Minor Construction Items If the specifications and plans require weight measurement for minor construction items, the Contractor may request permission to convert volume to weight. If the Engineer approves, an agreed factor may be used to make this conversion and volume may be used to calculate the corresponding weight for payment. 1- 09.2(6) Payment This section is revised to read as follows: • The Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another method the Engineer has approved in writing. Z:\JAN \SPECS\98108.DEP.wpd 1 8 Unit contract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include but are not limited to: • furnishing, installing, certifying, and maintaining scales • furnishing a scale house • providing a weigher with a commercial scale, if necessary • providing self printing tickets, if necessary • rerouting a truck for verification weighing • assisting the engineer with scale verification checks • any other related costs associated with meeting the requirements of this section. 1 -09.6 Force Account This section is revised to read as follows: The terms of the contract or of a change order may call for work or material to be paid for by force account. If so, then the objective of this specification is to reimburse the Contractor for all costs associated with the work, including costs of labor, small tools, supplies, equipment, specialized services, materials, applicable taxes and overhead and to include a profit commensurate with those costs. The amount to be paid shall be determined as shown below: 1. For Labor: Labor reimbursement calculations shall be based on a "Project Labor List" (List,) prepared and submitted by the Contractor and by any subcontractor before that firm commences force account work. Once a List is approved by the Engineer, it shall be used to calculate force account labor payment until a new List is submitted and approved. The Engineer may compare the List to payrolls and other documents and may, at any time, require the Contractor to submit a new List. The Contractor may submit a new List at any time without such a requirement. Prior payment calculations shall not be adjusted as a result of a new List. To be approved, the List must be accurate and meet the requirements of this section. It shall include regular time and overtime rates for all employees (or work classifications) expected to participate in force account work. The rates shall include the basic wage and fringe benefits, the current rates for Federal Insurance Compensation Act (FICA), Federal Unemployment Tax Act (FUTA) and State Unemployment Tax Act (SUTA), the company's present rates for Medical Aid and Industrial Insurance premiums and the planned payments for travel and per diem compensation. The rates may also include an allocation of costs of safety and health testing. This allocation shall assure that the amount included for force account is reasonably proportional to the total costs applied to all work. In the event that an acceptable initial List or requested revised List is not received by the time that force account calculations are begun, the Engineer will develop a List unilaterally, utilizing the best data available, that will be used until a Contractor's Z:WAN \SPECS \98108.DEP.wpd 19 List is received and approved. Again, prior calculations, prepared using the Engineer's List, will not be revised as a result of differences with the Contractor's List. The hourly rates established in the current "Project Labor List" shall be applied to the hours of work recorded by the Engineer. The hours of work shall include all hours that are contractual obligations of the Contractor or are customary payments by the Contractor to all employees. In addition to compensation for direct labor costs defined above, the Contracting Agency will pay the Contractor 26 percent of the sum of the costs calculated for labor reimbursement to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. 2. For Materials: The Contracting Agency will reimburse invoice cost for Contractor - supplied materials. For the purpose of this provision, "Materials" shall include those items incorporated into the work, supplies used during the work and items consumed. This cost shall include freight and handling charges and applicable taxes. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the materials to be utilized and select the vendor with prices and terms most advantageous to the Contracting Agency. The Contracting Agency will provide a list of the types and quantities of Contractor - supplied materials witnessed by the Contracting Agency as being utilized in force account work. The list will be furnished promptly after the material is incorporated, on a daily basis unless agreed otherwise. The Contractor may propose corrections to the list and will supply prices for the materials and other costs and return the list to the Contracting Agency. To support the prices, the Contractor shall attach valid copies of vendor invoices. If invoices are not available for materials from the Contractor's stocks, the Contractor shall certify actual costs (at a reasonable level) by affidavit. The Engineer will review the prices and any Contractor- proposed corrections and, if reasonable, approve the completed list. Once approved, the prices will be utilized in the calculation of force account reimbursement for materials. If, in the case of non - invoiced materials supported by Contractor affidavit, the price appears to be unreasonable, the Engineer will determine the cost for all or part of those materials, utilizing the best data available. The Contracting Agency reserves the right to provide materials. In this case, the Contractor will receive no payment for any costs, overhead, or profit arising from the value of the materials themselves. Additional costs to handle and place the Agency- furnished material shall be compensated as described in this specification. In addition to compensation for direct materials cost, the Contracting Agency will pay the Contractor 21 percent of the sum of the costs calculated for materials reimbursement to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. 3. For Equipment: The Contracting Agency will reimburse the Contractor for the cost of equipment utilized in the work. The equipment provided by the Contractor shall be of modern design and in good working condition. For the purpose of this Z:\ JAN \SPECS\98108.DEP.wpd 20 provision, "provided" shall mean that the equipment is owned (either through outright ownership or through a long -term lease) and operated by the Contractor or Subcontractor or that the equipment is rented and operated by the Contractor or Subcontractor. Equipment that is rented with operator shall not be included here, but shall be considered a service and addressed according to section 4 of this provision. The amount of payment for any Contractor -owned equipment that is utilized shall be determined according to the version of the AGC/WSDOT Equipment Rental - Agreement which is in effect at the time the force account is authorized. The rates listed in the Rental Rate Blue Book (as modified by the current AGC/WSDOT Equipment Rental Agreement) shall be full compensation for all fuel, oil, lubrication, ordinary repairs, maintenance, and all other costs incidental to furnishing and operating the equipment except labor for operation. Payment for rented equipment will be made on the basis of a valid invoice, covering the time period of the work. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the rental of equipment to be utilized and select the vendor with prices and terms most advantageous to the Contracting Agency In addition to the payments for Contractor -owned and rented equipment, one or more lump -sum payments may be made for small tools. The amount to be paid shall be determined as outlined in the AGC/WSDOT Equipment Rental Agreement. The Contracting Agency will add 21 percent to equipment costs to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. This markup will be over and above those equipment costs and will not be adjusted for any equipment overhead amounts included in the Blue Book rates. Current copies of the Rental Rate Blue Book and the AGC/WSDOT Equipment Rental Agreement will be maintained at each Region office of the Department of Transportation (Compact Disk Version) and at each of the offices of the Associated General Contractors of America (in Seattle, Spokane, Tacoma, and Wilsonville, Oregon) where they are available for inspection. 4. For Services: Compensation under force account for specialized services shall be made on the basis of an invoice from the providing entity. A "specialized service" shall be one which is typically billed through invoice in standard industry practice. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the service to be utilized and select the provider with prices and terms most advantageous to the Contracting Agency. Except as noted below, the Contracting Agency will pay the Contractor an additional 21 percent of the sum of the costs included on invoices for specialized services to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. When a supplier of services is compensated through invoice, but acts in the manner of a subcontractor, as described in Section 6 of this provision, then markup for that Z:WAN \SPECS\98108.DEP.wpd 21 invoice shall be according to Section 6. "Contractor Markup on SubContractors' Work ". 5. For Mobilization: Force account mobilization is defined as the preparatory work performed by the Contractor including procurement, loading and transportation of tools and equipment, and personal travel time (when such travel time is a contractual obligation of the Contractor or a customary payment for the Contractor to all employees). Mobilization also includes the costs incurred during demobilization. Pro -rata adjustments may be made when the mobilization applies to both force account and other contract work. The Contracting Agency will pay for mobilization for off -site preparatory work for force account items provided that notice has been provided sufficiently in advance to allow the Engineer to witness the activity, if desired. Any costs experienced during mobilization activities for labor, equipment, materials or services shall be listed in those sections of the force account summary and paid accordingly. 6. For Contractor Markup on Subcontractor's Work: When work is performed on a force account basis by one or more approved subcontractors, by lower -tier subcontractors or suppliers, or through invoice by firm(s) acting in the manner of a subcontractor, the Contractor will be allowed an additional markup, from the table below, applied to the costs computed for work done by each subcontractor through S 1, 2, 3, and 4, to compensate for all administrative costs, including project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. A firm may be considered to be acting as a subcontractor when the Engineer observes one or more of the following characteristics: • The person in charge of the firm's activities takes an active role in managing the overall project, including extensive coordination, interpretation of plans, interaction with the Contracting Agency or management of a complex and inter - related operation. • Rented equipment is provided fueled, operated and maintained by the firm. Operators of rented equipment are supervised directly by the firm's representative. There is little interaction between the Contractor and the employees of the firm. • The firm appears to be holding the risk of performance and quality of the work. • The firm appears to be responsible f l a fro th w ork. Markups on Work Performed by Subcontractor(s): 1. On amounts paid for work performed by each Subcontractor on each force account and calculated through Sections 1 -4 up to $25,000 12% Z.\JAN \SPECS\98108.DEP.wpd 22 2. On amounts greater than $25,000 up to $100,000 10% 3. On amounts greater than $100,000 7% The amounts and markup rates shall be calculated separately for each subcontractor on each force account item established. The payments provided above shall be full payment for all work done on a force account basis. The calculated payment shall cover all expenses of every nature, kind, and description, including those listed above and any others incurred on the work being paid through force account. Nothing in this provision shall preclude the Contractor from seeking an extension of time or time - related damages to unchanged work arising as a result of the force account work. The amount and costs of any work to be paid by force account shall be computed by the Engineer, and the result shall be final as provided in Section 1 -05.1. An item which has been bid at a unit price or lump sum in the Proposal will not be paid as force account unless a change as defined in Section 1 -04.4 has occurred and the provisions require a payment adjustment. Items which are included in the Proposal as Force Account or which are added by change order as Force Account may, by agreement of the parties at any time, be converted to agreed unit prices or lump sums applicable to the remaining work. 1 -09.7 Mobilization This section is revised to read as follows: Mobilization consists of preconstruction expenses and the costs of preparatory work and operations performed by the Contractor which occur before 10 percent of the total original contract amount is earned from other contract items. Items which are not to be included in the item of Mobilization include but are not limited to: 1. Any portion of the work covered by the specific contract item or incidental work which is to be included in a contract item or items. 2. Profit, interest on borrowed money, overhead, or management costs. 3. Any costs of mobilizing equipment for force account work. Based on the lump sum contract price for "Mobilization," partial payments will be made as follows: 1. When 5 percent of the total original contract amount is earned from other contract items, excluding amounts paid for materials on hand, 50 percent of the amount bid for mobilization, or 5 percent of the total original contract amount, whichever is the least, will be.paid. 2. When 10 percent of the total original contract amount is earned from other contract items, excluding amounts paid for materials on hand, 100 percent of the amount bid for mobilization, or 10 percent of the total original contract amount, whichever is the least, will be paid. Z:`lAN \SPECS\98108.DEP.wpd 23 3. When the physical completion date has been established for the project, payment of any amount bid for mobilization in excess of 10 percent of the total original contract amount will be paid. Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the contract. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL October 2, 2000 1- 10.2(3) Conformance to Established Standards The section is revised to read as follows: Flagging, signs, and all other traffic control devices furnished or provided shall conform to the standards established in the latest adopted edition of the "Manual on Uniform Traffic Control Devices" (MUTCD) published by the U.S. Department of Transportation and the Modifications to the MUTCD for Streets and Highways for the State of Washington. Copies of the MUTCD may be purchased from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402. Modifications to the MUTCD for Streets and Highways for the State of Washington may be obtained from the Department of Transportation, Olympia, Washington 98504. In addition to the standards of the MUTCD described above, the Contracting Agency has scheduled the implementation of crash worthiness requirements for all workzone devices. The National Cooperative Highway Research Project (NCHRP) Report 350 has established requirements for crash testing. Workzone devices are divided into four categories. Each of those categories and the schedule for implementation is described: Category 1 includes those items that are small and lightweight, channelizing, and delineating devices that have been in common use for many years and are known to be crash worthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, flexible delineator posts, and plastic drums with no attachments. All Category 1 devices used by the project shall meet the requirements of NCHRP 350 as certified by the manufacturer of the device. The Contractor shall obtain the manufacturer's certification documentation for all such devices purchased and shall keep the documentation available for inspection throughout the life of the project. Category 2 includes devices that are not expected to produce significant vehicular velocity change, but may otherwise be hazardous. Examples of this class are barricades, portable sign supports and signs, intrusion alarms and vertical panels. Any new Category 2 device purchased after October 1, 2000 shall meet the requirements of NCHRP 350. Existing equipment, purchased prior to October 1, 2000, may be used on the project until December 31, 2007. For th p of definition, a sign support and sign shall be considered a single unit. A new sign may be purchased for an existing sign support and the entire unit will be defined as "existing equipment." The contract documents will contain provisions that list all Category 2 devices deemed compliant with NCHRP 350 and acceptable for use on the project. The Contractor may select from that list when obtaining new equipment or may submit other products for the Engineer's consideration. Z:\JAN \SPECS\98108.DEP.wpd 24 Category 3 is for hardware expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. Barriers, fixed sign supports, crash cushions, truck mounted attenuators (TMA's) and other work zone devices not meeting the definitions of Category 1 or 2 are examples from this category. Many Category 3 devices are defined in the design of the project. Where this is the case, NCHRP 350 requirements have been incorporated into the design and the Contractor complies with the requirements by constructing according to the plans and specifications. Where the device is a product chosen by the Contractor, the device chosen must be compliant with the requirements of NCHRP 350. Category 4 includes portable or trailer- mounted devices such as Arrow Displays, Temporary Traffic Signals, Area Lighting Supports, and Portable Changeable Message Signs. After October 1, 2002, this class of devices may only be used if they are placed behind crash worthy barriers or shielded with Truck - Mounted attenuators or crash cushions. The condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality Standards for Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a sign or traffic control device becomes classified as "not acceptable" it shall be removed from the project and replaced within 12 hours. SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS August 6, 2001 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs This section is revised to read as follows: In removing pavement, sidewalks, and curbs, the Contractor shall: 1. Haul broken -up pieces into the roadway embankment or to some off - project site. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side, or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. 4. Replace at no expense to the Contracting Agency any existing pavement designated to remain that is damaged during the removal of other pavement. 2 -02.5 Payment This section is supplemented with the following: If pavements, sidewalks, or curbs lie within an excavation area, their removal will be paid for as part of the quantity removed in excavation. Z:'.JAMSPECS\98108.DEP.wpd 25 SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT June 26, 2000 2- 03(14)D Compaction and Moisture Control Tests This section is revised to read as follows: Maximum density for materials with 30 percent or more, by weight retained on the U.S. No. 4 sieve shall be determined using WSDOT Test Method No. 606. The maximum density and optimum moisture for materials with less than 30 percent, by mass, retained on the U.S: No. 4 sieve shall be determined using WAQTC FOP for AASHTO T99. In place density will be determined using WAQTC FOP for TM 7 and WSDOT SOP for T 615. The moisture content will be determined using WSDOT FOP for AASHTO Test Method T 217, or WSDOT FOP for AASHTO Test Method T 255. SECTION 2 -09, STRUCTURE EXCAVATION August 6, 2001 2- 09.3(2) Classification of Structure Excavation The section is revised to read as follows: 1. Class A. Structure excavation required for bridge and retaining wall footings, pile caps, seals, and wingwalls shall be classified as structure excavation Class A. If the excavation es a structural shoring, extra excavation, the work eiic:aifaiivi i r egi.iir zrs a cofferdam, offd�t� i.7i,.i,� ai �� ,3r�n�, or .,,,.tra ex a�at�v� �, c. a vv• . iii outside the neat lines of the structure excavation Class A shall be classified as shoring or extra excavation Class A. 2. Class B. All other structure excavation shall be Class B. If this excavation requires cofferdams, shoring, or extra excavation, the work outside the neat lines of the structure excavation Class B shall be classified as shoring or extra excavation Class B. 2- 09.3(3)D Shoring and Cofferdams The section is revised to read as follows: Definitions Structural shoring is defined as a shoring system that is installed prior to excavation. Structural shoring shall provide lateral support of soils and limit lateral movement of soils supporting structures, utilities, railroads, etc., such that these items are not damaged as a result of the lateral movement of the supporting soils. Structural shoring systems includes driven cantilever sheet piles, sheet piles with tiebacks, sheet pile cofferdams with wale rings or struts, prestressed spud piles, cantilever soldier piles with lagging, soldier piles with lagging and tiebacks, and multiple tier tieback systems. Trench boxes, sliding trench shields, jacked shores, and shoring systems which are installed after excavation are not allowed as structural shoring. A cofferdam is any watertight enclosure, sealed at the bottom and designed for the dewatering operation, that surrounds the excavated area of a structure. The Contractor shall use steel sheet pile or interlocking steel pile cofferdams in all excavation that is under water or affected by ground water. Z:VAN \ SPECS \98108.DEP.wpd 26 Submittals and Design Requirements The Contractor shall submit working drawings and calculations showing the proposed methods and construction details of structural shoring or cofferdams in accordance with Sections 6 -01.9 and 6- 02.3(16). The Contractor shall not begin construction of structural shoring or cofferdams, nor begin excavation operations, until approval of the structural shoring submittal has been given by the Project Engineer. Structural shoring and cofferdams shall be designed for conditions stated in this Section using methods shown in the USS Steel Sheet Piling Design Manuals, published by United States Steel, and Division I Section 5 of the AASHTO Standard Specifications for Highway Bridges Sixteenth Edition -1996 and current interims, and as described in the Foundations and Earth Structures - Design Manual 7.2 May 1982 published by the Department of the Navy. Allowable stresses for materials shall not exceed stresses and conditions allowed by Section 6- 02.3(17)B. The structural shoring system shall be designed for site specified conditions which shall be shown and described in the working drawings. Examples of such items that shall be shown on the structural shoring submittal and supported by calculations include, but are not limited to, the following: 1. Soil properties; heights; soil slopes; soil benches; water tables; and controlling cross sections showing adjacent existing foundations and utilities. 2. Location and weight of construction equipment adjacent to the excavation; location of adjacent traffic; and structural shoring system material properties, spacing, size, connection details, weld sizes, and embedment depths. 3. Structural shoring installation and construction sequence, procedure, length of time for procedure and time between operations; proof load testing procedure if any; deadman anchor design and geometry; no load zones; grouting material and strengths; and a list of all assumptions. 4. Methods and materials to be used to fill voids behind lagging, when soldier piles with lagging are used as structural shoring. Construction Requirements Structural shoring or cofferdams shall be provided for all excavations near completed structures (foundations of bridges, walls, or buildings), near utilities, and near railroads. All other excavations 4 feet or more in depth shall either be shored with structural shoring or cofferdams, or shall meet the open -pit requirements of Section 2- 09.3(3)B. Existing foundations shall be supported with structural shoring if the excavation is within the limits defined by a plane which extends out from the nearest edge of the existing footing a level distance of 1/2 the width of the existing footing and then down a slope of 1 -1/2 horizontal to 1 vertical. When structural shoring or cofferdams are utilized, all excavation and structural shoring shall be constructed in accordance with the approved structural shoring submittal, including any required construction sequence noted in the working drawings. The Contractor shall remain responsible for satisfactory results. Z:WAN \SPECS\98108.DEP.wpd 27 If soldier piles are placed in drilled holes, then the hole shall be filled to the top of the soldier pile either with controlled density fill, if water is not present in the hole, or lean concrete. Backfilling soldier pile drilled holes with pea gravel or sand is not allowed. If lagging is used, void space behind the lagging shall be minimized. If the Engineer determines that the voids present could result in damage or serviceability problems for the structural shoring system or any structures or facilities adjacent to the structural shoring system, the Contractor shall cease excavation and lagging installation, and shall fill the voids specified by the Engineer in accordance with the approved structural shoring submittal. Further excavation and lagging placement shall not continue until the specified voids are filled to the satisfaction of the Engineer. Excavation shall not proceed ahead of lagging installation by more than 4 feet or by the height that the soil will safely stand, whichever is least. For tieback shoring systems, excavation shall not proceed ahead by more than 4 feet of the tie installation and proof testing. ill usllly Cofferdams or structural snoring, the Contractor shall: 1. Extend cofferdams well below the bottom of the excavation, and embed structural shoring as shown in the structural shoring submittal as approved by the Engineer. 2. Provide enough clearance for constructing forms, inspecting concrete exteriors, and pumping water that collects outside the forms. If cofferdams tilt or move laterally during placement, the Contractor, at no expense to the Contracting Agency, shall straighten or enlarge them to provide the required clearance. 3. Secure the cofferdam in place to prevent tipping or movement. 4. Place structural shoring or cofferdams so that they will not interfere with any pile driving required. 5. Not place any shoring, braces, or kickers inside the cofferdams and structural shoring which will induce stress, shock, or vibration to the permanent structure. 6. Vent cofferdams at the elevation commensurate with seal weight design, or as shown in the Plans. 7. Remove all bracing extending into the concrete being placed. When 1 lel 11 tl le work is completed, the Contractor actor JIKill. 1. Remove all structural shoring to at least 2 feet below the finished ground line. 2. Remove all cofferdams to the natural bed of the waterway. 2- 09.3(4) Construction Requirements, Structure Excavation, Class B The first sentence of the first paragraph is revised to read as follows: Z:\JAN \SPECS\98108.DEP.wpd 28 The above requirements for structure excavation Class A, shall apply also to structure excavation Class B except as revised below. The first sentence of the fifth paragraph is revised to read as follows: Trench boxes may be used for structure excavation, Class B. Approval of trench boxes can be done by the Project Engineer provided it is not used to support adjacent traffic, existing footings, or other structures. SECTION 3 -02, STOCKPILING AGGREGATES June 26, 2000 3- 02.3(1) Asphalt Concrete Aggregates This section is deleted. SECTION 4 -06, ASPHALT TREATED BASE June 26, 2000 4- 06.3(7) Density The first sentence is revised to read as follows: The asphalt treated base shall be compacted to a density of not less than 80 percent of the maximum theoretical density established for the mix by WSDOT FOP for AASHTO T 209. SECTION 5 -04, ASPHALT CONCRETE PAVEMENT August 13, 2001 5 -04.2 Materials The third paragraph is revised to read: The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in an amount up to 20 percent of total aggregate weight in combination with new aggregate in the production of asphalt concrete pavement. The RAP may be from asphalt concrete removed under the contract, if any, or old asphalt concrete from an existing stockpile. Recycled materials shall not be used in asphalt concrete Class D. The fifth paragraph is supplemented with the following: The Contractor may substitute alternate grades of PG asphalt cements at no cost to the Contracting Agency. The alternate PG asphalt cement shall have an average 7 -day maximum pavement design temperature that is equal to or higher, and a minimum pavement design temperature that is equal to or lower than the specified PG asphalt cement. The Contractor shall designate in writing the grade of PG asphalt cement to be used prior to submittal of the mix design. Only one PG asphalt cement will be allowed for each class of asphalt concrete pavement. 5- 04.3(1)A Requirements,For All Plants The last sentence in #4 is revised to read as follows: Provisions shall be made for measuring the asphalt in the storage tank and a valve shall be placed in either the supply line to the mixer or the storage tank for sampling the material. Z:\JAN \SPECS\98108.DEP.wpd 29 5- 04.3(5)A Preparation of Existing Surfaces This section is revised to read as follows: Before construction of an asphalt concrete pavement 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 excess asphalt joint filler shall be completely removed and all premolded and rubberized joint filler shall be removed to a minimum 1/2 inch below the surface of the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of asphalt concrete mix and the surface of the patched area shall be leveled and compacted thoroughly. Unless otherwise approved by the Engineer, the tack coat shall be CSS -1, CSS -1 h, or STE -1 emulsified asphalt. The CSS -1 and CSS -1 h 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 be applied within the temperature range specified in Section 5- 02.3(3). A tack coat of asphalt shall be applied at the rate of 0.02 to 0.08 gallons of residual asphalt per square yard to all paved surfaces on which any course of asphalt concrete 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. 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 to the satisfaction of the Engineer prior to placement of the asphalt concrete pavement. 5- 04.3(5)C Crack Sealing In number 1., the reference to "1/4 inch" is revised to read "No. 4 ". 5- 04.3(7)A Mix Design The first paragraph revised to read: The Contractor shall obtain representative samples from the mineral aggregate stockpiles, and blend sand sources to be used for ACP production and submit them for development of a mix design. Sample submittal shall include asphalt cement 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 15 working days for this approval and design once the aforementioned information and material has been received at the Materials Laboratory. Additional 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 cement source approval. The Contractor is also advised that production of the asphalt concrete shall not commence until the job mix design has been established. Adjustments to the Job Mix Formula may be made per Section 9- 03.8(6)A. 5- 04.3(8) Mixing In the second paragraph, the last sentence is deleted. Z:\JAN \SPECS\98108.DEP.wpd 30 5- 04.3(8)A Acceptance Sampling and Testing Section 3.A.(2) the reference to "WSDOT Test Method 712" is revised to "WAQTC FOP for AASHTO T 168 ". Section 3.C, the referenced sieve sizes for deviation are revised to read as follows: No. 4 sieve and larger ±4 percent No. 6 sieve to No. 80 sieve ±2 percent No. 100 and No. 200 sieve ±0.4 percent Asphalt % ±0.3 percent Section 3.D is revised to read as follows: Test Methods. Acceptance testing for compliance of asphalt content will be WSDOT FOP for AASHTO Test Method T 308. Acceptance testing for compliance of gradation will be WSDOT FOP for AASHTO T 30. 5- 04.3(10)B Control In the first paragraph, the reference to "AASHTO T 209." Is revised to read as follows: WSDOT FOP for AASHTO T 209. In the first paragraph, the reference to "WSDOT Test Method 715" is revised to read "WSDOT FOP for AASHTO T 310" and "WSDOT SOP T 729 ". 5- 04.3(14) Planing Bituminous Pavement The fourth sentence of the fourth paragraph is revised to read as follows: Unless otherwise provided, the Contractor shall provide a waste site for the disposal of these materials as specified in Section 2- 03.3(7)C. 5 -04.4 Measurement The fourth paragraph is revised to read: All costs for asphalt for tack coat shall be included in the unit contract price per ton of the asphalt concrete pavement. 5 -04.5 Payment The sixth and seventh paragraphs are deleted. 5- 04.5(1)A Price Adjustments for Quality of AC Mix I n the Table of Price Adjustment Factors, under Constituent, the reference to "1/4" sieve" is revised to read "No. 4 sieve ". SECTION 6 -02, CONCRETE STRUCTURES August 6, 2001 6- 02.3(2) Proportioning Materials The last sentence in the first paragraph is revised to read as follows: Cementitious material shall be the weight of the cement plus fly ash, slag and microsilica. Z:WAN \ SPECS \98108.DEP.wpd 31 The last sentence in the third paragraph is revised to read as follows: As an alternative to the use of cement and fly ash as separate components, a blended hydraulic cement that meets the requirements of Section 9- 01.2(4) Blended Hydraulic Cements, may be used. 6- 02.3(2)A Contractor Mix Design In the second paragraph the reference to "AASHTO T 152." is revised to "WAQTC FOP for AASHTO T 152." The last sentence of the first paragraph is revised to read as follows: All other concrete mix designs except those for lean concrete and commercial concrete shall have a minimum cementitious material content of 565 pounds per cubic yard of concrete. 6- 02.3(2)B Commercial Concrete This section is revised to read as follows: Commercial concrete shall have a minimum compressive strength at 28 days of 3000 psi in accordance with AASHTO T 22. Commercial concrete placed above the finished ground line shall be air entrained and have an air content from 4.5 percent to 7.5 percent per AASHTO T 152. Commercial concrete does not require plant approval, mix design, or source approvals for cement, aggregate, and other admixtures. - Where concrete Class 3000 is specified for nonstructural items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, luminaire bases, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence post footing, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. Commercial concrete shall not be used for structural items such as, bridges, retaining walls, box culverts, or foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign bridges. The Engineer may approve other nonstructural items not listed for use as commercial concrete. 6- 02.3(5)A General The fifth paragraph, section 1.a is revised to read as follows: a. The Contractor's test results are obtained from testing cylinders fabricated, handled, and stored for 28 days in accordance with WSDOT FOP for AASHTO T 23 and tested in accordance with WSDOT FOP for AASHTO T 22. The test cylinders shall be the same size cylinders as those cast by the Contracting Agency. The fifth paragraph, section 1.c is revised to read as follows: c. The laboratory performing the tests per WSDOT FOP for AASHTO T 22 has an • equipment calibration /certification system, and a technician training and evaluation process per AASHTO R -18. Under the fifth paragraph, number 2, the reference to "AASHTO T 22." Is revised to read "WSDOT FOP for AASHTO T 22. ". Z:UAN \SPECS\98108.DEP.wpd 32 6- 02.3(5)B Certification of Compliance This section is supplemented with the following: For commercial concrete the Certificate of Compliance shall include, as a minimum, the batching facility, date, and quantity batched per load. 6- 02.3(5)D Test Methods This section is revised to read as follows: Acceptance testing will be performed by the Contracting Agency in accordance with the WSDOT Materials Manual. The test methods to be used with this specification are: WSDOT FOP for AASHTO Compressive Strength of Test Method T 22 Cylindrical Concrete Specimens WSDOT FOP for AASHTO T 23 Making and Curing Concrete Test Speci- mens in the Field WSDOT FOP for AASHTO Test Method T 119 Slump of Hydraulic Cement Concrete WAQTC FOP for TM 2 Sampling Freshly Mixed Concrete WAQTC FOP for AASHTO T 152 Air Content of Freshly Mixed Concrete by the Pressure Method WSDOT FOP for AASHTO Capping Cylindrical Concrete Test Method T 231 Specimens WSDOT FOP for AASHTO Test Method T 309 Temperature of Freshly Mixed Portland Cement Concrete 6- 02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Content In the first paragraph, the eighth sentence is revised to read as follows: Loads to be sampled will be selected in accordance with the random selection process as outlined in WAQTC FOP for TM 2. 6- 02.3(5)L Concrete With Non - Conforming Strength In the second paragraph, the reference to "AASHTO T 22." is revised to read "WSDOT FOP for AASHTO T 22. ". 6- 02.3(11) Curing Concrete Number 1, in the first paragraph is revised to read as follows: 1. Bridge roadway slabs (except those made of concrete Class 4000D), flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing compound covered liy white, reflective type sheeting or continuous wet curing. Curing by either method shall be for at least 10 days. 6- 02.3(16)B Preapproved Formwork Plans The last paragraph is deleted. Z:WAN \SPECS\98108.DEP.wpd 33 6- 02.3(17)H Formwork Accessories The first paragraph is revised to read as follows: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for the threaded rods, coil rods, and similar hardware. Wire form ties and taper ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. 6- 02.3(17)M Restricted Overhead Clearance Sign In the last sentence of the second paragraph the reference to "1- 07.23(3)F" is revised to "1- 10.3(3) ". 6- 02.3(17)N Removal of Falsework and Forms The fourth paragraph is revised to read as follows: The Contractor may remove side forms, traffic barrier forms, and pedestrian barrier forms after 24 hours if these forms are made of steel or dense plywood, an approved water reducing additive is used, and the concrete reaches a compressive strength of 1400 psi before form removal. This strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP f AASHTO T 23. The ninth paragraph is revised to read as follows: All cells of a box girder structure which have permanent access shall have all forms completely removed, including the roadway deck forms. All debris and all projections into the cells shall be removed. Unless otherwise shown in the Plans, the roadway slab interior forms in all other cells where no permanent access is available, may be left in place. 6- 02.3(17)0 Early Concrete Test Cylinder Breaks The second and third paragraphs are revised to read as follows: The concrete cylinders shall be molded in accordance with WSDOT FOP for AASHTO T • 23 from concrete last placed in the forms and representative of the quality of concrete placed in that pour. The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. The Engineer may approve the use of cure boxes meeting the requirements of this test method. Special cure boxes to enhance cylinder strength will not be allowed. 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings The second paragraph is revised to read as follows: Grout shall meet the following requirements: Requirement Compressive Strength Test Method WSDOT FOP for AASHTO Test Method T 106 Values 4,000 psi @ 7 days Z:\JAMSPECSU8108.DEP.wpd 34 6- 02.3(25) Prestressed Concrete Girders The fourth paragraph is revised to read as follows: The various types of girders are: Prestressed Concrete Girder - Refers to prestressed concrete girders including Series W42G, W50G, W58G, W74G, WF74G, W83G, and W95G girders, bulb tee girders, and deck bulb tee girders. - Bulb Tee Girder - Refers to a bulb tee girder or a deck bulb tee girder. Deck Bulb Tee Girder - Refers to a bulb tee girder with a top flange designed to support traffic loads (i.e., without a cast -in -place deck), including Series W35DG, W41 DG, W53DG, and W65DG. This type of bulb tee girder is mechanically connected to adjacent girders at the job site. Precast Prestressed Member (PCPS Member) - Refers to a precast prestressed slab or a precast prestressed ribbed section. Except where specific requirements are otherwise specified for these members, precast prestressed members shall conform to all requirements specified for deck bulb tee girders. 6- 02.3(25)A Shop Plans The first sentence of the third paragraph is revised to read as follows: The Contractor may furnish Series W74G and WF74G prestressed concrete girders with minor dimensional differences from those shown in the Plans. The first sentence of the fourth paragraph is revised to read as follows: If the Contractor elects to provide a Series W74G or WF74G girder with an increased web thickness, shop plans along with supporting design calculations shall be submitted to the Engineer for approval prior to girder fabrication. The sixth paragraph is revised to read as follows: The Contractor shall provide five copies of the shop plans to the Engineer for approval. Approval of shop plans means only that the Engineer accepts the methods and materials. Approval does not imply correct dimensions. 6- 02.3(25)B Casting The first paragraph is supplemented with the following: Side forms shall be steel, except that end bulkhead forms may be plywood. Interior voids for precast prestressed slabs with voids shall be formed by either wax soaked cardboard or expanded polystyrene forms. The interior void forms shall be secured in the position as shown in the Plans and shall remain in place. The fourth paragraph is revised to read as follows: Air - entrainment is not required in the concrete placed into prestressed precast concrete girders unless otherwise noted. The Contractor shall use air - entrained concrete in the top two inches, minimum, of the roadway deck flange of deck bulb -tee girders and precast Z:\JAN \SPECS\98108.DEP.wpd 35 prestressed ribbed sections. All concrete for precast prestressed slabs shall be air entrained. Maximum and minimum air content shall be as specified in Section 6- 02.3(2)A. 6- 02.3(25)E Contractors Control Strength In the third paragraph the first sentence is revised to read as follows: Test cylinders may be cured in a moist room or water tank in accordance with WSDOT FOP for AASHTO T -23 after the girder concrete has obtained the required release strength. The fifth paragraph is revised to read as follows: If too few cylinders were molded to carry out all required tests on the girder, the Contractor shall remove and test cores from the girder under the surveillance of the Engineer. If the Contractor casts cylinders to represent more than one girder, all girders in that line shall be cored and tested. For precast prestressed members, a test shall consist of four cores measuring 3 inches in diameter by 6 inches in height. Two cores shall be taken from each side of the member and on each side of the member's span midpoint, at locations approved by the Engineer. The core locations for precast prestressed slabs shall be near mid -depth of the slab, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. The core locations for precast prestressed ribbed sections shall be immediately beneath the top flange, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. For all other prestressed concrete girders, a test shall consist of three cores measuring 3 inches in diameter by the thickness of the web and shall be removed from just below the top flange; one at the midpoint of the girder's length and the other two approximately 3 feet to the left and approximately 3 feet to the right. The cores shall be taken in accordance with AASHTO T 24 and shall be tested in accordance with WSDOT FOP for AASHTO T 22. The Engineer may accept the girder if the average compressive strength of the four cores from the precast prestressed member, or of the three cores from any other prestressed concrete girder, is at least 85 percent of the specified compressive strength with no one core less than 75 percent of specified compressive strength. 6- 02.3(25)H Finishing The first sentence of the fourth paragraph is revised to read as follows: On the deck bulb tee girder section and all precast prestressed members, the Contractor shall test the roadway deck surface portion for flatness. net "inw V 1 UICI d111reb The list following the first paragraph is revised to read as follows: 1. Prestressed Concrete Girder Length (overall): + 1 /4 inch per 25 feet of beam length, up to a maximum of + 1 inch. 2. Precast Prestressed Member Length (overall): + 1 inch. 3. Width (flanges): + 3/8 inch, - 1 /4 inch. Z:\JAN \SPECS\98108.DEP.wpd 36 4. Width (narrow web section): + 3/8 inch, - 1 /4 inch. 5. Width (Precast Prestressed Member): + inch. 6. Girder Depth (overall): + 1 /4 inch. 7. Flange Depth: For I girders: + inch For deck bulb tee girders + 1 /4 inch, - 1/8 inch For PCPS members + 1 /4 inch, - 1/8 inch 8. Strand Position in Prestressed Concrete Girder: + 1 /4 inch from the center of gravity of an individual strand; + 1 /2 inch from the center of gravity of a bundled strand group. 9. Strand Position in Precast Prestressed Member: + 1 /4 inch from the center of gravity of a bundled strand group and of an individual strand. 10. Longitudinal Position of the Harping Point: First bundled strand group + 6 inches Second bundled strand group + 18 inches Third bundled strand group + 30 inches 11. Position of an interior void, vertically and horizontally (Precast Prestressed Slab with voids): + 1 /2 inch. 12. Bearing Recess (center recess to beam end): + 1 /4 inch. 13. Beam Ends (deviation from square or designated skew): Horizontal: + inch from web centerline to girder flange Vertical: + 1/8 inch per foot of beam depth 14. Precast Prestressed Member Ends (deviation from square or designated skew): + 1 /2 inch. 15. Bearing Area Deviation from Plane (in length or width of bearing): 1/16 inch. 16. Stirrup Reinforcing Spacing: + 1 inch. 17. Stirrup Projection from Top of Beam: + 3 /4 inch. 18. Mild Steel Concrete Cover: - 1/8 inch, + 3/8 inch. 19. Offset at Form Joints (deviation from a straight line extending 5 feet on each side of joint): + 1 /4' inch. 20. Deviation from Design Camber (Precast Prestressed Member): + 1 /4 inch per ten feet of member length measured at midspan, but not greater than + 3 /4 inch total. Z:\JAN \SPECS\98108.DEP.wpd 37 21. Differential Camber Between Girders in a Span (measured in place at the job site): For I girders: 1/8 inch per 10 feet of beam length (Series W42G, W500, W58G, W74G, WF74G, W83G, and W95G). For deck bulb tee girders: Cambers shall be equalized by an approved method when the difference in cambers between adjacent girders or stages measured at mid -span exceeds 1 /4 inch. For PCPS members: + 1 /4 inch per ten feet of member length measured at midspan, but not greater than + 1 /2 inch total. 22. Position of Inserts for Structural Connections: + 1 inch. 23. Position of Lifting Loops: + 3 inches longitudinal, + 1 inch transverse. 24. Weld plates for bulb tee girders shall be placed + inch longitudinal and + 1/8 inch vertical. 6- 02.3(25)J Horizontal Alignment The third paragraph is supplemented with the following: The maximum deviation of the side of the precast prestressed slab, or the edge of the roadway deck slab of the precast prestressed ribbed section, measured from a chord that extends end to end of the member, shall be + 1/8 inch per ten feet of member length, but not greater than 1 /2 inch total. A final alignment check shall be performed within three days prior to shipment to the jobsite. All precast prestressed members which exceed the specified horizontal alignment tolerance may be subject to rejection. 6- 02.3(25)L Handling and Storage The first paragraph is revised to read as follows: During handling and storage, each girder shall always be kept plumb and upright, and each precast prestressed member shall always be kept in the horizontal position shown in the Plans. It shall be lifted only by the lifting devices (strand lift loops or high- strength threaded steel bars) at either end. For strand lift loops, a minimum 2 inch diameter straight pin of a shackle shall be used through the loops. For high- strength threaded steel bars, the lifting hardware that connects to the bars shall be designed, detailed, and furnished by the Contractor. Series W42G, W50G, and W58G girders, and Series W74G and WF74G girders up to 145 feet in length, can be picked up at a minimum angle of 60 degrees from the top of the girder. All other prestressed girders shall be picked up VVithii lI 10 degrees of perpendicular to the top of the girder. The fourth paragraph is revised to read as follows: If girders are to be stored, the Contractor shall place them on a stable foundation that will keep them in a vertical position. Stored girders shall be supported at the bearing recesses or, if there are no recesses, approximately 18 inches from the girder ends. After prestressing, precast prestressed members shall be supported at points between 1' -0" and Z:UAMSPECSU8108.DEP.wpd 38 2' -0" from the member ends. For long -term storage of girders with initial horizontal curva- ture, the Contractor may wedge one side of the bottom flange, tilting the girders to control curvature. If the Contractor elects to set girders out of plumb during storage, the Contractor shall have the proposed method analyzed by the Contractor's engineer to ensure against damaging the girder. 6- 02.3(25)M Shipping The third paragraph is revised to read as follows: No precast prestressed slab or precast prestressed ribbed section shall be shipped for at least three days after concrete placement. No deck bulb tee girder shall be shipped for at least seven days after concrete placement, except that deck bulb tee girders may be shipped three days after concrete placement when U(bd) is less than or equal to 5.0, where L equals the shipping length of the girder, b equals the girder top flange width, and d equals the girder depth, all in feet. No precast trapezoidal box or bathtub girder shall be shipped for at least seven days after concrete placement. No other girder shall be shipped for at least ten days after concrete placement. The table following the fourth paragraph is revised to read as follows: Centerline Support Within Type of Girder This Distance From Either End Precast Prestressed Members 2 feet Series W42G and W5OG and all bulb tee girders 3 feet Series W58G 4 feet Series W74G and WF74G 5 feet Series W83G and W95G 8 feet The table following the sixth paragraph is revised to read as follows: Maximum Length Not Requiring Type of Girder Bracing for Shipping Series W42G 80 feet Series W5OG 100 feet Series W58G 105 feet All bulb tee girders 120 feet Series W74G and WF74G 130 feet Number 2 under "Criteria for Checking Girder Stresses, etc. ", the unit of measure "ft" is revised to "ksi ". 6- 02.3(25)N Prestressed Concrete Girder Erection The ninth paragraph is supplemented with the following: For precast prestressed concrete slabs, the Contractor shall place the 1 -1/4 inch diameter vertical dowel bars at the top of the pier walls as shown in the Plans. The Contractor shall either form the hole o r core drill the hole following the alternatives shown in the Plans. The portion of the dowel bar in the top of the pier walls shall be set with grout following placement of each precast prestressed slab. The remaining portion of the dowel bar shall be grouted after the weld -ties are connected and the keyways are grouted. Z:\JAN \SPECS\98108.DEP.wpd 39 6- 02.3(25)0 Deck Bulb Tee Girder Flange Connection The following is added after the first paragraph: The concrete diaphragms for deck bulb tee girders shall attain a minimum compressive strength of 2,500 psi before any camber equalizing equipment is removed, and before any other construction equipment or live load is placed on the structure. Section 6- 023(26), and sub - sections A through F, are deleted and replaced with the following: 6- 02.3(26) Cast -in -Place Prestressed Concrete Unless otherwise shown in the Plans, concrete for cast -in -place prestressed bridge members shall be Class 4000D in the roadway deck, and Class 4000 at all other locations. Air entrainment shall conform to Sections 6- 02.3(2)A and 6- 02.3(3). The Contractor shall construct supporting falsework in a way that leaves the superstructure free to contract and lift off the falsework during post - tensioning. Forms that will remain inside box girders to support the roadway slab shall, by design, resist girder contraction as little as possible. • Before tensioning, the Contractor shall remove all side forms from girders. From this point until 48 hours after grouting the tendons, the Contractor shall keep all construction and other live loads off the superstructure and shall keep the falsework supporting the superstructure in place. Once the prestressing steel is installed, no welds or welding grounds shall be attached to metal forms, structural steel, or reinforcing bars of the structural member. The Contractor shall not stress the strands until all concrete has reached a compressive strength of at least 4,000 psi (or the strength shown in the Plans). This strength shall be measured on concrete test cylinders made of the same concrete cured under the same conditions as the cast -in -place unit. All post - tensioning shall be completed before sidewalks and barriers are placed. 6- 02.3(26)A Shop Drawings Before casting the structural elements, the Contractor shall submit: 1. Seven sets of shop drawings for approval by the Bridge and Structures Engineer. US Postal Service: Washington State Department of Transportation Bridge and Structures Engineer Construction Support PO Box 47340 Olympia, WA 98504 -7340 FedEx: Washington State Department of Transportation Bridge and Structures Engineer Construction Support 4500 3rd Avenue SE Lacey, WA 98503 Z:WAN\SPECSV8108.DEP.wpd 40 2. Two sets of shop drawings to the Project Engineer. These shop drawings shall show complete details of the methods, materials, and equipment the Contractor proposes to use in prestressing work. The shop drawings shall follow the design conditions shown in the Plans unless the Engineer permits equally effective variations. In addition, the shop drawings shall show: 1. The method and sequence of stressing. 2. Technical data on tendons and steel reinforcement, anchoring devices, anchoring stresses, types of tendon conduit, and all other data on prestressing operations. 3. Stress and elongation calculations. Separate stress and elongation calculations shall be submitted for each tendon if the difference in tendon elongations exceeds 2 percent. 4. That tendons in the bridge will be arranged to locate their center of gravity as the Plans require. 5. Details of additional or modified reinforcing steel required by the stressing system. 6. Procedures and lift -off forces at both ends of the tendon for performing a force verification lift -off in the event of discrepancies between measured and calculated elongations. Couplings or splices will not be permitted in prestressing strands. Couplings or splices in bar tendons are subject to the Engineer's approval. Friction losses used to calculate forces of the post- tensioning steel shall be based on the assumed values used for the design. The assumed anchor set, friction coefficient "m ", and friction wobble coefficient "k" values for design are shown in the Plans. The post- tensioning supplier may revise the assumed anchor set value provided all the stress and force limits listed in Section 6- 02.3(26)E are met. The Contractor shall determine all points of interference between the mild steel reinforcement and the paths of the post- tensioning tendons. Details to resolve interferences shall be submitted with the shop drawings for approval. Where reinforcing bar placement conflicts with post- tensioning tendon placement, the tendon profile shown in the Plans shall be maintained. Mild steel reinforcement for post- tensioning anchorage zones shall not be fabricated until after the post- tensioning shop drawings have been approved by the Engineer. Approval of these shop drawings will mean only that the Engineer considers them to show a reasonable approach in enough detail. Approval will not indicate a check on dimensions. The Contractor may deviate from the approved shop drawings only after obtaining the Engineer's approval of a written request that describes the proposed changes. Approval of a change in method, material, or equipment shall not relieve the Contractor of any responsibility for completing the work successfully. Before physical completion of the project, the Contractor shall provide the Engineer with reproducible originals of the shop drawings (and any approved changes). These shall be clear, Z:\JAN \SPECS \98108.DEP.wpd 41 suitable for microfilming, and on permanent sheets that measure no smaller than 11 by 17 inches. Alternatively, the shop drawings may be provided in an electronic format with the approval of the Bridge and Structures Engineer. 6- 02.3(26)B General Requirements for Anchorages Post - tensioning reinforcement shall be secured at each end by means of an approved anchorage device, which shall not kink, neck down, or otherwise damage the post- tensioning reinforcement. The anchorage assembly shall be grouted to the Engineer's satisfaction. The structure shall be reinforced with steel reinforcing bars in the vicinity of the anchorage device. This reinforcement shall be categorized into two zones. The first or local zone shall be the anchorage region that closely surrounds the specific anchorage device. The second or general zone shall be the portion of the anchorage region more remote from the immediate anchorage device. The steel reinforcing bars required locally for the concrete confinement immediately around the anchorage device (first or local zone) shall be calculated by the post - tensioning system supplier and shall be shown in the shop drawings. The calculations shall be submitted with the shop drawings. The first or local zone steel reinforcing bars shall be furnished and installed by the Contractor, at no additional cost to the Contracting Agency, in addition to the structural reinforcement required by the Plans. The steel reinforcing bars required in the second or general zone shall be as shown in the Plans and are included in the appropriate bid items. The Contractor shall submit details, certified test reports, and /or supporting calculations, as specified below, which verify the structural adequacy of the anchorage devices for approval by the Engineer. This requirement does not apply where the anchorage devices have been previously approved by the Contracting Agency for the same structure configuration. The Contractor shall also submit any necessary changes to the Contract Plans. The test report shall specify all pertinent test data. Dead ended anchorages will not be permitted. Dead ended anchorages are defined as anchorages that cannot be accessed during the stressing operations. Materials and workmanship shall conform to the applicable requirements of Sections 6 -03 and 9 -06. Before installing the anchorage device, the Contractor shall submit to the Engineer a Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3. The Contractor's proposed anchorage devices shall meet the requirements listed in either Sections 6- 02.3(26)C or 6- 02.3(26)D. 6- 02.3(26)C Bearing Type Anchorages Bearing type anchorages shall conform to the following requirements: 1. The allowable bearing stress under Pjack prior to seating shall be taken: a. If rs =' 0 percent then fcpi = 0.5 f'ci (A/Ag)1/2 < f'ci b. If rs > 2 percent then fcpi = 0.75 f'ci (A/Ag)1 /2 < 1.5 f'ci Z:\JAN \SPECS\98108.DEP.wpd 42 For rs between 0 percent and 2 percent the allowable bearing stress may be linearly interpolated. For lightweight concrete the allowable bearing stress shall be reduced by 20 percent. 2. The average concrete bearing stress on the net bearing area at the time of jacking shall not exceed: fbi = Pjack/Anet < fcpi 3. The bending stress in bearing plate at Pjack shall not exceed: fs = 3fbi (n /t)2 < 0.8fsy with stiffness n/t < 0.08 (Es /fbi)1 /3 2. The allowable bearing stress between bearing plate and wedge plate at Pjack shall not exceed: fsbi < 1.5 fsy where: Pjack Jacking force, but not less than 80 percent MUTS MUTS Acronym for Minimum Ultimate Tensile Strength, MUTS is the force equal to the nominal cross sectional area of strand, or bar, times their nominal tensile stress. AUTS Acronym for Actual Ultimate Tensile Strength, measured as a force. ax Dimension of distribution area in X direction ay Dimension of distribution area in Y direction A = ax ay Distribution area within concrete support area bx Dimension of bearing plate in X direction by Dimension of bearing plate in Y direction Ab Net bearing area Anet Net bearing plate area after deducting center hole area Ag = bx by Gross bearing area emax , emin Maximum and minimum edge cover of bearing plate in distribution area f'ci Compressive strength of concrete at time of initial stressing f'cpi Permissible concrete compressive strength at time of jacking fbi Average uniform concrete bearing stress under bearing plate prior to seating produced by Pjack f'c Compressive strength of concrete at 28 days f's Bending stress in steel bearing plate fsbi Allowable steel bearing stress under Pjack between wedge plate and bearing plate fsy ' Yield strength of bearing plate or wedge plate material whichever is lower n Largest distance from outer edge of wedge plate to outer edge of bearing plate Z:WAN \SPECS\98108.DEP.wpd 43 rs Orthogonal reinforcement ratio in each of directions (vertical and horizontal) expressed as a percentage of distribution area t Thickness of bearing plate 5. The relationship between gross bearing plate area and distribution area shall satisfy the following conditions in the x and y direction: If emin > 0.5 b then a = 2b If emin < 0.5 b then a = (b + 2 emin) but emax < 4 emin 6. For transverse post- tensioning of roadway slabs, the bearing stress shall not exceed 0.9f'c at Pjack of all strands (before seating) or 3,000 psi at service load after all losses. 6- 02.3(26)D Non- Bearing Type Anchorages All anchorages that do not conform to Section 6- 02.3(26)0 shall be defined as non- bearing type anchorages. Except as allowed by Section 6- 02.3(26)B, anchorages and post- tensioning systems with non - bearing type anchorages shall be qualified by test. Anchorage Qualification Test A minimum of three successful anchorage qualification tests are required for each tendon size. The materials for each qualification test shall be taken from different heats. Test Block The test block shall be a square or rectangular prism, depending on the shape of bearing plate. The test block shall conform to the following: 1. The test block width and depth in each direction shall be three inches plus the smaller of the following: a. Two times the minimum edge distance from the center of the bearing plate to the face of concrete. b. The minimum center -to- center spacing of the bearing plate 2. The length of a test block containing a single anchorage and local zone, loaded in a single machine, shall be at least two times the larger cross - sectional test block dimension. 3. The length of test block with an anchorage and local zone on either end, loaded by stressing a test tendon, shall be at least four times the larger cross - sectional test block dimension. 4. The first or local zone of reinforcement in the test block behind the anchorage for a distance equal to the largest of the two cross - sectional dimensions of the anchorage shall simulate the actual first or local zone of reinforcement used in the structure. For the remaining length of the test block, the reinforcement may be increased as required to prevent failure in that portion. Z:\JAN \SPECS\98108.DEP.wpd 44 5. The concrete strength at the time of testing shall not exceed either the minimum strength specified for the system at the time of tensioning, nor 85 percent of the 28 -day cylinder strength for normal weight concrete or 70 percent of the 28 -day cylinder strength for lightweight concrete. Test Procedure The test force shall be applied to the wedge plate, or anchor nut, either in a testing apparatus or through an oversized tendon. The force shall be applied in stages to 40 percent and then to 80 percent of MUTS. At 40 percent MUTS, the force shall be held for 10 minutes to allow inspection for cracks. - At 80 percent MUTS, the force shall be held for one hour. Thereafter the force shall be increased to at least 120 percent MUTS, and then either to failure or to the limit of testing equipment. Acceptance Criteria For forces up to 40 percent MUTS, the width of concrete cracks shall not exceed 0.002 inch. After holding the force at 80 percent MUTS for one hour, the width of concrete cracks shall not exceed 0.01 inch. The test block shall not fail prior to reaching 120 percent MUTS. Post - Tensioning System Qualification Test A minimum of one successful system qualification test for each tendon size is required for a representative full size tendon embedded in a concrete test block. The test shall establish that all tendon components, including the spiral, orthogonal, and surface steel reinforcing bars in the local zone, perform as required. The test block shall conform to the requirements specified above for the anchorage qualification test. The test procedure shall conform to the requirements specified above for the anchorage qualification test, except as noted. After the test force has been held at 80 percent MUTS for one hour, the force shall be increased to at least 95 percent MUTS. The acceptance criteria shall be as specified above for the anchorage qualification test. Wedge Plate Qualification Test Wedge plates shall meet the following requirements. A minimum of three successful wedge plate tests, each from a different heat, for each tendon size are required: 1. After loading to 95 percent MUTS for the tendon and subsequent force release, the permanent deflection of the wedge plate's top surface shall not exceed 1/600 of clear span. The load test shall be performed with the wedge plate support simulating conditions in the anchorage assembly. The force shall be applied by pulling on a sample tendon using the strand system wedges. 2. The wedge plate shall be tested to static load tests, or to the loading capacity of the testing equipment. The tests shall simulate actual tendon forces applied to the wedges. The failure force shall be at least 120 percent MUTS for the tendon. Z:\JAN \SPECS\98108.DEP.wpd 45 6- 02.3(26)E Ducts Ducts shall be round, except that ducts for transverse post- tensioning of bridge deck slabs may be rectangular. Ducts shall conform to the following requirements for internal embedded installation and external exposed installation. Elliptical shaped duct may be used if approved by the Engineer. Ducts for Internal Embedded Installation For longitudinal tendons, the Contractor shall encase each tendon in a galvanized, ferrous metal duct that is rigid and spiral. For transverse tendons, the Contractor shall encase each tendon in a • rigid plastic duct. This duct shall maintain the required profile within a placement tolerance of plus or minus 1/4 inch for longitudinal tendons and plus or minus 1/8 inch for transverse slab tendons during all phases of the work. The ducts shall be completely sealed to keep out all mortar. Each duct shall be located to place the tendon at the center of gravity alignment shown in the Plans. To keep friction losses to a minimum, the Contractor shall install ducts to the exact lines and grades shown in the Plans. Once in place, the ducts shall be tied firmly in position before they are covered with concrete. During concrete placement, the Contractor shall not displace or damage the ducts. The ends of the ducts shall: 1. Permit free movement of anchorage devices, and 2. Remain covered after installation in the forms to keep out all water or debris. The Contractor shall install vents at high points and drains at low points of the tendon profile (and at other places if the Plans require). Vents and drains shall be 1 /2 inch minimum diameter standard steel or polyethylene pipe. Vents shall point upward and remain closed until grouting begins. Drains shall point downward and remain open until grouting begins. Ends of steel vents and drains shall be removed 1 inch inside the concrete surface after grouting has been completed; polyethylene vents and drains may be left flush to the surface unless otherwise directed by the Engineer. Conduit vents are not required for transverse post- tensioning ducts in the roadway slab unless specified in the Plans. Immediately after any concrete placement, the Contractor shall force blasts of oil -free, compressed air through the ducts to break up and remove any mortar inside before it hardens. Before deck concrete is placed, the Contractor shall satisfy the Engineer that ducts are unobstructed and contain nothing that could interfere with tendon installation, tensioning, or grouting. If the tendons are in place, the Contractor shall show that they are free in the duct. In temperatures below 32 F, ducts shall be kept free from water to avoid damage from freezing. Strand tendon duct shall have an inside cross - sectional area large enough to accomplish strand installation and grouting. The area of the duct shall be at least 2.5 times the net area of � the duct. duct diameter shall i /n inches. prestressing steel in the duct. The maximum duct diameter shall be 4-1/2 inches. The inside diameter of bar tendon duct shall at least be 1/4 inch larger than the bar diameter. At • coupler locations the duct diameter shall at least be 1/4 inch larger than the coupler diameter. Ducts installed and cast into concrete prior to prestressing steel installation, shall be capable of withstanding at least 10 feet of concrete fluid pressure. Z:\JAN \SPECS\9810B.DEP.wpd 46 Ducts shall have adequate longitudinal bending stiffness for smooth, wobble free placement. A minimum of three successful duct qualification tests are required for each diameter and type of duct, as follows: 1. Ducts with diameters 2 inches and smaller shall not deflect more than 3 inches under its own weight, when a 10 foot. duct segment is supported at its ends. 2. Ducts larger than 2 inches in diameter shall not deflect more than 3 inches under its own weight, when a 20 foot duct segment is supported at its ends. 3. Duct shall not dent more than 1/8 inch under a concentrated load of 100 pounds applied between corrugations by a #4 steel reinforcing bar. When the duct must be bent in a tight radius, more flexible duct may be used, subject to the Engineer's approval. Ducts for External Exposed Installation Duct shall be high- density polyethylene (HDPE) conforming to ASTM D 3350, including the property values specified in Table X1 for pipe materials PE 3406 and PE 3408. Duct for external tendons, including their splices, shall be water tight, seamless or welded, and be capable of resisting at least 150 -psi grout pressure. Transition couplers between ducts shall conform to either the standard pressure ratings of ASTM D 3505 or the hydrostatic design stresses of ASTM F 714 at 73F. The inside diameter through the coupled length shall not be less than that produced by the dimensional tolerances specified in ASTM D 3505. Workers performing HDPE pipe welding shall have satisfactorily completed a certified HDPE pipe welding course and shall have a minimum of five years experience in welding HDPE pipe. The Contractor shall submit the name and HDPE pipe welding work experience of each HDPE pipe welder proposed to perform this work in the project. The experience submittal for each HDPE pipe welder shall include: The Engineer may require the HDPE pipe welder to demonstrate test HDPE pipe welding before receiving final approval. 1. The name of the pipe welder. 2. The name, date, and location of the certified HDPE pipe welding course, with the course completion certificate. 3. A list of at least three projects in the last five years where the pipe welder performed HDPE pipe welding, including: a. The project name and location, and date of construction. b. The Governmental Agency /Owner. c. The name, address, and phone number of the Governmental Agency/ Owner's representative. Z:\JAN \SPECS\98108.DEP.wpd 47 The Contractor shall not begin HDPE pipe welding operations until receiving the Engineer's approval of the work experience submittal for each HDPE pipe welder performing HDPE pipe welding in the project. Transitions Transitions between ducts and wedge plates shall have adequate length to reduce the angle change effect on the performance of strand -wedge connection, friction loss at the anchorage, and fatigue strength of the post- tensioning reinforcement. 6- 02.3(26)F Prestressing Reinforcement All prestressing reinforcement strand shall comply with Section 9- 07.10. They shall not be coupled or spliced. Tendon locations shown in the Plans indicate final positions after stressing (unless the Plans say otherwise). No tendon made of 7 wire strands shall contain more than 37 strands of 1 /2 -inch diameter, or more than 27 strands of 0.6 -inch diameter. All prestressing reinforcement bar shall conform to Section 9- 07.11. They shall not be coupled or spliced except as otherwise specified in the Plans or Special Provisions. Prestressing reinforcement not conforming to either Section 9 -07.10 or 9 -07.11 will not be allowed except as otherwise noted. Such reinforcement may be used provided it is specifically allowed by the Plans or Special Provisions, it satisfies all material and performance criteria specified in the Plans or Special Provisions, and receives the Engineer's approval. From the time prestressing reinforcement is manufactured until it is grouted or encased in concrete, the Contractor shall protect it from dirt, grease, rust, corrosives, and all physical damage. The Engineer will reject prestressing reinforcement that shows any sign of damage, rust, or corrosion. If the prestressing reinforcement will not be stressed and grouted for more that ten calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor in the ducts. The feeding ends of the strand tendons shall be equipped with a bullet nosing or similar apparatus to facilitate strand tendon installation. Strand tendons may be installed by pulling or pushing. Any equipment capable to performing the task may be used, provided it does not damage the strands and conforms to the following: 1. Pulling lines shall have a capacity of at least 2.5 times the dead weight of the • tendons when used for essentially horizontal tendon installation. 2. Metal pushing wheels shall not be used. 3. Bullets for checking duct clearance prior to concreting shall be rigid and be 1/8 inch smaller than the inside diameter of the duct. Bullets for checking duct after concreting shall be less than 1/4 inch smaller than the inside diameter of the duct. 6- 02.3(26)G Tensioning Equipment for tensioning post- tensioning reinforcement shall meet the following requirements: 1. Stressing equipment shall be capable to produce a jacking force of at least 80 percent MUTS of the post- tensioning reinforcement. 2. Jacking force test capacity shall be at least 95 percent MUTS of the post- tensioning reinforcement. Z:WAN \SPECS\98108.DEP.wpd 48 3. Wedge seating methods shall assure uniform seating of wedge segments and uniform wedge seating losses on all strand tendons. 4. Accumulation of differential seating losses during tensioning cycling shall be prevented by proper devices. 5. Jacks used for stressing tendons less than 20 feet long shall have wedge power seating capability. The Contractor shall not begin to tension the tendons until: 1. All concrete has reached a compressive strength of at least 4,000 psi or the strength specified in the Plans (demonstrated on test cylinders made of the same concrete cured under the same conditions as that in the bridge), and 2. The Engineer is satisfied that all strands are free in the ducts. Tendons shall be tensioned to the values shown in the Plans (or approved shop drawings) with hydraulic jacks. When stressing from both ends of a tendon is specified, it need not be simultaneous unless otherwise specified in the Plans. The jacking sequence shall follow the approved shop drawings. Each jack shall have a pressure gauge that will determine the load applied to the tendon. The gauge shall display pressure accurately and readably with a dial at least 6 inches in diameter or with a digital display. Each jack and its gauge shall be calibrated as a unit and shall be accompanied by a certified calibration chart. The Contractor shall provide one copy of this chart to the Engineer for use in monitoring. The cylinder extension during calibration shall be in approximately the position it will occupy at final jacking force. All jacks and gauges must be recalibrated and recertified: (1) at least every 180 days, and (2) after any repair or adjustment. The Engineer may use pressure cells to check jacks, gauges, and calibration charts before and during tensioning. These stress limits apply to all tendons (unless the Plans set other limits): 1. Maximum service load after all losses: 80 percent of the specified yield point stress of the steel. 2. Maximum tensile stress during jacking: 80 percent MUTS of the tendon. 3. Maximum initial stress at anchorage after seating: 70 percent MUTS of the tendon. Tendons shall be anchored at initial stresses that will ultimately maintain service loads at least as great as the Plans require. As stated in Section 6- 02.3(26)A, the assumed design friction coefficient "m" and wobble coefficient "k" shown in the Plans shall be used to calculate the stressing elongation. These coefficients may be revised by the post - tensioning supplier by the following method provided it is approved by the Engineer: Z:\JAN \SPECS\98108.DEP.wpd 49 Early in the project, the post - tensioning supplier shall test, in place, two representative tendons of each size and type shown in the Plans, for the purpose of accurately determining the friction loss in a strand and /or bar tendon. The test procedure shall consist of stressing the tendon at an anchor assembly with load cells at the dead end and jacking end. The test specimen shall be tensioned to 80 percent of ultimate in ten increments. For each increment, the gauge pressure, elongation, and load cell force shall be recorded and the data furnished to the Engineer. The theoretical elongations and post- tensioning forces shown on the post- tensioning shop drawings shall be re- evaluated by the post - tensioning supplier using the results of the tests and corrected as necessary. Revisions to the theoretical elongations shall be submitted to the Engineer for evaluation and approval. The apparatus and methods used to perform the tests shall be proposed by the post- tensioning supplier and be subject to the approval of the Engineer. All costs associated with testing and evaluating test data shall be included in the unit contract prices for the applicable items of work involved. As tensioning proceeds, the Engineer will be recording the applied load, tendon elongation, and anchorage seating values. Elongation measurements shall be made at each stressing location to verify that the tendon force has been properly achieved. If proper anchor set has been achieved and the measured elongation of each strand tendon is within plus or minus 7 percent of the approved calculated e l o ngation, the stressed tendon represented by the elongation measurements is acceptable to the Contracting Agency. In the event discrepancies greater than 7 percent exist between the measured and calculated elongations, the jack calibration shall be checked and stressing records reviewed for any evidence of wire or strand breakage. If the jack if properly calibrated and there is no evidence of wire or strand breakage, a force verification lift off shall be performed to verify the force in the tendon. The post- tensioning supplier force verification lift off procedure shall provide access for visual verification of anchor plate lift off. The jacking equipment shall be capable of bridging and lifting off the anchor plate. The tendon is acceptable if the verification lift off force is not less than 99 percent of the approved calculated force nor more than 70 percent of the specified minimum ultimate tensile strength of the prestressing steel or as approved by the Engineer. Elongation measurements shall be recorded for bar tendons to verify proper tensioning only. Acceptance will be by force verification lift off. The bar tendon is acceptable if the verification lift off force is not less than 95 percent nor more than 105 percent of the approved calculated force or as approved by the Engineer. When removing the jacks, the Contractor shall relieve stresses gradually before cutting the pr prestressing reinforcement. The tree strands shall be cut of 1 inch from eJll GA.711 l I ell II VI liGl l IGI IL. The IG pl eHU GJ.r711 Ig JU al IUJ Jl l lal be cut ca minimum 1 I of 1 inch I I1 vl I 1 the face of the anchorage device. 6- 02.3(26)H Grouting . After tensioning the tendons', the Contractor shall again blow oil -free, compressed air through each duct. All drains shall then be closed and the vents opened. Grout caps shall be installed at tendon ends prior to grouting. After completely filling the duct with grout, the Contractor shall pump the grout from the low end at a pressure of not more than 250 psig, except for transverse tendons in deck slabs the grout pressure shall not exceed 100 psig. Grout shall be continuously wasted Z:WAN \SPECS\9810B.DEP.wpd 50 through each vent until no more air or water pockets show. At this point, all vents shall be closed and grouting pressure at the injector held between 100 and 200 psig for at least 10 seconds, except for transverse tendons in deck slabs the grouting pressure shall be held between 50 and 75 psig for at least 10 seconds. The Contractor shall leave all plugs, caps, and valves in place and closed for at least 24 hours after grouting. Grouting equipment shall: 1. Include a pressure gauge with an upper end readout of between 275 and 325 psig; 2. Screen the grout before it enters the pump with an easily reached screen that has clear openings of no more than 0.125 inches; 3. Be gravity fed from an attached, overhead hopper kept partly full during pumping; and 4. Be able to complete the largest tendon on the project in no more than 20 minutes of continuous grouting. In addition, the Contractor shall have standby equipment (with a separate power source) available for flushing the grout when the regular equipment cannot maintain a one -way flow of grout. This standby equipment shall be able to pump at 250 psig. The grout shall consist of Portland cement, water, and a water reducing admixture and shall be mixed in the following proportions: Portland Cement Type I or II 1 Sack Water 4.5 Gallons Maximum Water Reducing Admixture Manufacturer's Recommendation Fly Ash (Optional) 20 Pounds Maximum The water reducing admixture shall be limited to AASHTO M 194 Type A or D and shall not contain ingredients that may corrode steel (that is chlorides, fluorides, sulfates, or nitrates). Fly ash may be used at the option of the Contractor. The Contractor shall proportion the mix to produce a grout with a flow of 15 to 20 seconds as determined by ASTM C 939, Flow of Grout for Preplaced Aggregate Concrete (Flow Cone Method). The grout ejected from the end vent shall have a minimum flow of 15 seconds. The grout mix shall be injected within 30 minutes after the water is added to the cement. Temperature of the surrounding concrete shall be at least 35 F from the time the grout injecting begins until 2 -inch cubes of the grout have a compressive strength of 800 psi. Cubes shall be made in accordance with AASHTO Test Method T -106 and stored in accordance with WSDOT FOP for AASHTO T 23. If ambient conditions are such that the surrounding concrete temperature may fall below 35 F, the Contractor shall provide a heat source and protective covering for the structure to keep the temperature of the surrounding concrete above 35 F. Grout temperature shall not exceed 90 F during mixing and pumping. If conditions are such that the temperature of the grout mix may exceed 90 F, the Contractor'will make necessary provisions, such as cooling the mix water and /or dry ingredients, to ensure that the temperature of the grout mix does not exceed 90 F. 6- 02.3(27) Concrete for Precast Units This section is revised to read as follows: Z:VAN \SPECS\98108.DEP.wpd 51 Precast units shall not be removed from forms until the concrete has attained a minimum compressive strength of 70 percent of the specified design strength as verified by rebound number determined in accordance with WSDOT FOP for ASTM C 805. Precast units shall not be shipped until the concrete has reached the specified design strength as determined by testing cylinders made from the same concrete as the precast units. The cylinders shall be made, handled, and stored in accordance with WSDOT FOP for AASHTO T 23 and compression tested in accordance with WSDOT FOP for AASHTO Test Method T 22 and WSDOT FOP for AASHTO Test Method T 231. 6- 02.3(28)D Contractors Control Strength In the first paragraph the second sentence is revised to read as follows: The cylinders shall be made, handled, and stored in accordance with WSDOT FOP for AASHTO T 23 and compression tested in accordance with WSDOT FOP for AASHTO Test Method T 22 and WSDOT FOP for AASHTO Test Method T 231. In the fourth paragraph the first sentence is revised to read as follows: Test cylinders may be cured in a moist room or water tank in accordance with WSDOT FOP for AASHTO T -23 after the unit concrete has obtained the required release strength. SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS February 5, 2001 7- 08.3(2)D Pipe Laying - Steel or Aluminum The second paragraph is revised to read as follows: Aluminum pipe or pipe arch used in concrete shall be painted with two coats of paint. The aluminum pipe to be painted shall be cleaned with solvent to remove contaminants. After cleaning, the pipe shall be painted with two coats of paint conforming to Federal Specification TT -P -645 (primer, paint, zinc chromate, alkyd vehicle). Aluminized steel pipe will not require painting when placed in Controlled Density Fill (CDF) or when in contact concrete head walls. SECTION 8 -01, EROSION CONTROL August 6, 2001 Section 8 -01 Erosion Control including title is deleted in its entirety and replaced with the following: 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.1 Description This work shall consist of furnishing, installing, maintaining, and removing and disposing of water pollution and erosion control items in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8 -01.2 Materials Materials shall meet the requirements of the following sections: Z:WAN \SPECS\98108.DEP.wpd 52 Seed 9 -14.2 Fertilizer 9 -14.3 Lime 9- 14.3(1) Mulch and Amendments 9 -14.4 Tackifier 9- 14.4(7) Erosion Control Blanket 9 -14.5 Construction Geotextile 9 -33 Quarry Spalls 9 -13 8 -01.3 Construction Requirements 8- 01.3(1) General Controlling pollution, erosion, run -off, and related damage may require the Contractor to perform temporary work items including but not limited to: 1. Providing ditches, berms, culverts, and other measures to control surface water; 2. Building dams, settling basins, energy dissipaters, and other measures, to control downstream flows; 3. Controlling underground water found during construction; or 4. Covering or otherwise protecting slopes until permanent erosion- control measures are working. To the degree possible, the Contractor shall coordinate this temporary work with permanent drainage and erosion control work the contract requires. The Engineer may require additional temporary control measures if it appears pollution or erosion may result from weather, the nature of the materials, or progress on the work. If natural elements rut or erode the slope, the Contractor shall restore and repair the damage, with the eroded material where possible, and clean up any remaining material in ditches and culverts. If the Engineer orders replacement with additional or other materials, unit contract prices will cover the quantities needed. If the Engineer anticipates water pollution or erosion, the Contractor shall schedule the work so that grading and erosion control immediately follows clearing and grubbing. The Engineer may also require erosion control work to be done with or immediately after grading. Clearing, grubbing, excavation, borrow, or fill within the right of way shall never expose more erodible earth than as listed below, without written approval by the Engineer: AREA DATE LOCATION 17 Acre April 1- October 31 East of the Summit of the Cascade Range May .1 - September 30 West of the Summit of the Cascade Range 5 Acre November 1 - March 31 East of the Summit of the Cascade Range October 1 - April 30 West of the Summit of the Cascade Range Z:WAMSPECS\98108.DEP.wpd 53 The Engineer may increase or decrease the limits in light of project conditions. Erodible earth is defined as any surface where soils, grindings, or other materials are capable of being displaced and transported by rain, wind or surface water runoff. In western Washington, erodible soil not being worked, whether at final grade or not, shall be covered within the following limitations, using an approved soil covering practice, unless authorized • otherwise by the Engineer: October 1 through April 30 2 days maximum May 1 to September 30 7 days maximum If the Engineer, under Section 1 -08.6, orders the work suspended for an extended time, the Contractor shall, before the Contracting Agency assumes maintenance responsibility, make every effort to control erosion, pollution, and run -off during shutdown. Section 1 -08.7 describes the Contracting Agency's responsibility in such cases. Nothing in this section shall relieve the Contractor from complying with other contract requirements. 8- 01.3(1)A Submittals At the preconstruction conference, the Contractor shall submit a preliminary plan for temporary erosion and sediment control (TESC). Before any work begins, the Contractor s hall obtain the En approval on a plan for TESL. When a TESC plan is included in the Plans, the Contractor may adopt or modify the plan. The plan shall show the schedule for all erosion control work, whether required by the contract or proposed by the Contractor. The plan shall cover all areas the Contractor's work may affect inside and outside the limits of the project (including all Contracting Agency - provided sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies of water). Before this plan has been approved, the Contractor shall do no clearing, grubbing or earthwork unless the Engineer approves in writing. The Contractor shall revise and update the plan whenever the Engineer so requests in writing. The Contractor shall allow at least five working days for the Engineer's review of any original or revised plan. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. 8- 01.3(1)B Erosion and Sediment Control (ESC) Lead The Contractor shall identify the ESC lead at the preconstruction conference. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sedimentation Control from a course approved by WSDOT's Statewide Erosion Control Coordinator. The ESC Lead �_ i_ Temporary r-..__:_� and Sedimentation _... h...- .a....l (TESC) plan. he ESC Lead shall implement the I emporary Erosionand Sedimentation Con ( i ESC plan. Implementation shall include, but is not limited to: 1. Installing, maintaining, inspecting and repairing all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC plan to assure continued performance of their intended function. All on -site erosion and sediment control measures shall be inspected at least once every once every five working days, each working day during a runoff producing rain event, and within 24 hours after a runoff producing rain event. Damaged or inadequate TESC measures shall Z:VAN \ SPECS \98108.DEP.wpd 54 be corrected within 24 hours of the inspection. A TESC Inspection Report shall be prepared for each inspection and shall be included in the TESC file. A copy of each report shall be provided to the Engineer. The inspection report shall include, but not be limited to: a. When, where and how BMPs were installed, removed, and modified; b. Repairs needed and repairs made; c. Observations of BMP effectiveness and proper placement; d. Recommendations for improving performance of BMPs. 2. Preparing and maintaining a TESC file on site that includes, but is not limited to: a. TESC Inspection Reports. b. Storm water site plan. c. Temporary Erosion and Sediment Control (TESC) Plan. d. National Pollutant Discharge Elimination System construction permit (Notice of Intent). e. Other applicable permits. Upon request, the file shall be provided to the Engineer for review. 8- 01.3(1)C Ground Water When ground water is encountered in an excavation, it shall be controlled, treated, and discharged as follows: 1. If the ground water meets State Water Quality standards, it may bypass detention and treatment facilities and be routed directly to its normal discharge point at a rate that will not cause erosion. 2. If the turbidity of the ground water is similar to the turbidity of the site runoff, the ground water may be treated using the same detention and treatment facilities being used to treat the site runoff and then discharged at a rate that will not cause erosion. 3. If the turbidity is worse than the turbidity of the site runoff, the ground water shall be treated separately until the turbidity is similar to or better than the site runoff before the two may be combined and treated using the same detention and treatment facilities being used to treat the site runoff and then discharged at a rate that will not cause erosion. 8- 01.3(1)D Detention /Retention Pond Construction When a detention or retention pond is required, whether it is temporary or permanent it shall be fully functional before beginning other grading and excavation work. 8- 01.3(2) Erosion Control Seeding, Fertilizing, and Mulching 8- 01.3(2)A Preparation For Final Application Areas to be cultivated are shown in the Plans or specified in the Special Provisions. The areas shall be cultivated to the depths specified to provide a reasonably firm but friable seedbed. Cultivation shall take place no sooner than two weeks prior to seeding. Z:UAN \SPECS\98108.DEP.wpd 55 In addition to the compaction that may be required elsewhere in the specifications, all areas to be seeded, including excavation slopes shall be compacted and prepared unless otherwise specified or ordered by the Engineer. Unless seed is covered with soil during seed application, a cleated roller, crawler tractor, or similar equipment, approved by the Engineer that forms longitudinal depressions at least 2 inches deep shall be used for compaction and preparation of the surface to be seeded. The entire area shall be uniformly covered with longitudinal depressions formed perpendicular to the natural flow of water on the slope unless otherwise approved by the Engineer. The soil shall be conditioned with sufficient water so the longitudinal depressions remain in the soil surface until completion of the seeding. The area shall be compacted within three weeks prior to seeding. Prior to seeding, the finished grade of the soil shall be 1 inch, or the specified depth of mulch, below the top of all curbs, catch basins, junction and valve boxes, walks, driveways, and other structures. 8- 01.3(2)6 Seeding and Fertilizing Seed and fertilizer shall be placed at the rate, mix, and analysis specified in the Special Provisions or as designated by the Engineer. The Contractor shall notify the Engineer not less than 24 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Following the Engineer's approval, seeding of the approved slopes shall begin immediately. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Seed and fertilizer may be sown by one of the following methods: 1. An approved hydroseeder that utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. 2. Approved blower equipment with an adjustable disseminating device capable of maintaining a constant, measured rate of material discharge that will ensure an even distribution of seed at the rates specified. 3. Helicopters properly equipped for aerial seeding. 4. Approved power -drawn drills or seeders. 5. Areas in which the above methods are impractical may be seeded by approved hand methods. When seeding by hand, the seed shall be incorporated into the top 1 /A inch of soil b h raking v v i ici i Seei u i by i iai iu, t ll t is seed �� ea uc n,vi N vi acv int t w the w � i-r inch � v. �.,�� by � ��..� ��. or other method that is approved by the Engineer. The seed shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 250 pounds per acre. Seed and fertilizer may be applied in one application provided that the fertilizer is placed in the hydroseeder tank no more than one hour prior to application. Z:VAN \SPECS\98108.DEP.wpd 56 8- 01.3(2)C Liming Agricultural lime shall be applied at the rates specified in the Special Provisions. The method of application shall be in conformance with all air and water pollution regulations and shall be approved by the Engineer. 8- 01.3(2)D Mulching Mulch of the type specified in the Special Provisions shall be furnished, hauled, and evenly applied at the rates indicated and shall be spread on seeded areas within 48 hours after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved mulch spreader that utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Wood cellulose fiber may be applied with seed and fertilizer West of the summit of the Cascade Range, and only upon written request by the Contractor and approval of the Engineer East of the summit of the Cascade Range. Wood cellulose fiber used as mulch shall be suitable for application with a hydroseeder as specified in Section 8- 01.3(2)B. Areas not accessible by mulching equipment shall be mulched by approved hand methods. Mulch sprayed on signs or sign structures shall be removed the same day. 8- 01.3(2)E Soil Binder or Tacking Agent When specified in the Special Provisions, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommended requirements. 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. East of the summit of the Cascade Range - August 15 to November 15. Seeding, fertilizing, and mulching shall be accomplished during this fall period only. All roadway excavation and embankment slopes, including excavation and embankment slopes that are partially completed to grade, shall be prepared and seeded during the first available planting period. When environmental conditions are not conducive to satisfactory results, the Engineer may suspend work until such time that the desired results are likely to be obtained. When environmental conditions are conducive to satisfactory results, the Contractor may elect to perform erosion control seeding operations outside of the time periods specified. Inspection of erosion control seeding performed at the Contractor's option outside of the time periods specified Z:UAN \SPECS\98108.DEP.wpd 57 will be made after one growing season has elapsed. Acceptance will be based on a uniform stand of grass at the time of inspection. The Contractor shall restore eroded areas, clean up eroded materials, and reseed, fertilize, and mulch, at no additional cost to the Contracting Agency, the areas failing to show a uniform stand of grass. 8- 01.3(3) Placing Erosion Control Blanket When required, erosion control blanket shall be placed immediately following the seeding and fertilizing operation. Where more than one strip of erosion control blanket is required to cover the given area, it shall overlap the adjacent blanket as specified by the manufacturer, or a minimum of 4 inches. The ends of the erosion control blanket shall overlap as specified by the manufacturer, or a minimum of 6 inches, with the upgrade section on top. The manufacturers recommendations or the following, whichever is the most stringent, shall be used: The up -slope end of the erosion control blanket shall be staked and buried in a 6- inch -deep trench with the soil firmly tamped against the mat. A minimum of three stakes per width of blanket, with a stake at each overlap, shall be driven below the finish ground line prior to backfilling of the trench. The Engineer may require that any other edge exposed to more than normal flow of water or strong prevailing winds be staked and buried in a similar manner. The ends of the erosion control blanket shall overlap a minimum of 6 inches, with the upgrade section on top. The edges of the erosion control blanket shall be buried around the edges of catch basins and other structures. Erosion control blanket shall be spread evenly and smoothly and in contact with the soil at all points. Where more than one strip of erosion control blanket is required, it shall overlap the adjacent blanket a minimum of 4 inches. The blanket shall be fastened at intervals not more than 3 feet apart in three rows for each strip of blanket. There shall be one row along each edge and one row down the center with the stakes centered, both horizontally and vertically, to the edge stakes. The ends of the blanket shall be fastened at 6 -inch intervals across their width. Fastening devices shall anchor the blanket against the soil and be driven flush with the finished grade. 8- 01.3(4) Placing Plastic Covering Plastic meeting the requirements of Section 9- 14.5(3) shall be placed with at least a 12 -inch overlap of all seams. Clear plastic covering shall be used to promote growth of vegetation. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The cover shall be maintained tightly in place by using sandbags or tires on ropes in a 10 -foot, maximum, grid. All seams shall be taped or weighted down full length. 8- 01.3(5) Check Dams * Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam for that specified with approval of the Engineer. Check dams shall be placed in ditches perpendicular to the channel. Check dams shall extend up the sides of ditches a sufficient distance to ensure that water will flow over the Z:`lAN \SPECS\98108.DEP.wpd 58 center of the dam and not flow around the ends. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch, and spaced such that the elevation of the top of a check dam at the center of the ditch is equal to the ditch flow line at the downstream base of the upstream check dam. 8- 01.3(5)A Geotextile- Encased Check Dam The geotextile- encased check dam shall be a urethane foam core encased in geotextile material. The minimum length of the unit shall be 7 feet. The foam core shall be a minimum of 8 inches in height, and have a minimum base width of 16 inches. The geotextile material shall overhang the foam by at least 6 inches at each end, and shall have apron -type flaps that extend a minimum of 24 inches on each side of the foam core. The geotextile material shall meet the requirements for silt fence in Section 9 -33. Installation of geotextile- encased check dams shall be in accordance with the Plans, and shall be anchored to hold it firmly in place under all conditions. 8- 01.3(5)B Rock Check Dam The rock used to construct rock check dams shall meet the requirements for quarry spalls, in accordance with Section 9 -13.6. Rock check dams shall be installed in a triangular shape, with approximately 2:1 slopes on both the upstream and downstream faces. 8- 01.3(5)C Sandbag Check Dam Sandbags shall be placed so that the initial row makes tight contact with the ditch line for the length of the dam. Subsequent rows shall be staggered such the center of the bag is centered over the space between bags on the previous lift. 8- 01.3(6) Stabilized Construction Entrance Temporary stabilized construction entrance shall be constructed in accordance with the Plans, prior to beginning any clearing, grubbing, earthwork or excavation. When the stabilized entrance becomes ineffective due to build up of material, the Contractor shall either rehabilitate the existing entrance to original condition, or construct a new entrance. When the contract requires a tire wash in conjunction with the stabilized entrance, the Contractor shall include details for the tire wash and the method for containing and treating the sediment -laden runoff as part of the erosion control plan. All vehicles leaving the site shall stop and wash sediment from their tires. 8- 01.3(7) Street Cleaning Self- propelled pick -up street sweepers shall be used, whenever required by the Engineer, to prevent the transport of sediment and other debris off the project site. Street washing with water will require approval by the Engineer. 8- 01.3(8) Inlet Protection Inlet protection can be in the form of internal or external devices and shall be installed prior to clearing, grubbing or earthwork activities. Inlet protection devices shall be as specified in the Plans. When the depth of accumulated sediment and debris reaches approximately one -half the height of an internal device or one -third the height of the external device (or less if so specified by the manufacturers), the deposits shall be removed and stabilized on site. Z:\.IAN \SPECS\98108.DEP.wpd 59 Internal devices shall be prefabricated units specifically designed for inlet protection and shall have the following features: 1. The strength requirement for the filter fabric shall meet or exceed the requirements of Table 1 for Moderate Survivability, and the minimum filtration properties of Table 2, in Section 9 -33.2. 2. Shall be sized for the storm water structure it will service. 3. Shall have a built -in high -low relief system. 4. Shall have a retrieval system for removal of the device without spilling the contained material. 5. Shall remain securely attached to the drainage structure when fully loaded with sediment and debris, or at the maximum level of sediment and debris specified by the manufacturer. External devices may be silt fence or prefabricated units specifically designed for inlet protection having the following features: 1. Filter fabric shall meet or exceed the requirements for silt fence in Section 9 -33.2. 2. The top of the device shall be at least 2 feet above the grate. 3. Shall remain securely in place over the drainage structure under all conditions. Check dams or functionally equivalent devices may be used as inlet protection devices with the approval of the Engineer. 8- 01.3(9) Sediment Control Barriers Sediment control barriers shall be constructed, on contours, in the areas of clearing, grubbing, earthwork or drainage prior to starting those activities. The Contractor may substitute a different control barrier for that specified with approval of the Engineer. The sediment control barriers shall be maintained until vegetation has been established. 8- 01.3(9)A Silt Fence Silt fence shall be constructed in accordance with the Plans. Back -up support for the geotextile in the form of steel wire or plastic mesh is optional, depending on the properties of the geotextile selected for use in Table 6 in Section 9 -33.2. If back -up support is used, steel wire shall have a maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geotextile it supports. The geotextile shall be attached on the up -slope side of the posts and support system using staples, wire, or in accordance with the manufacturer's recommendations. The geotextile shall be sewn together at the point of manufacture, or at a location approved by the Engineer, to form geotextile lengths as required. All sewn seams and overlaps shall be located at a support post. Z: JAN \SPECS\98108.DEP.wpd 60 Posts shall be either wood or steel. Hardwood posts shall have minimum dimensions of 1 -1/4 inches by 1 -1/4 inches by the minimum length shown in the Plans. Steel posts shall consist of U, T, L, or C shape posts with a minimum weight of 1.35 Ibs /ft, or other steel posts having equivalent strength and bending resistance to the posts listed. When sediment deposits reach approximately one -third the height of the silt fence, the deposits shall be removed or a second silt fence shall be installed, as determined by the Engineer. 8- 01.3(9)B Gravel Filter or Wood Chip Berm The gravel-filter berm shall be a minimum of one foot in height and shall be maintained at this height for the entire time they are in use. The wood chip berm shall be a minimum of two feet in height and shall be maintained at this height for the entire time they are in use. 8- 01.3(9)C Brush Barrier Brush shall be placed in a row, approximately 3 to 5 feet wide and at least 2.5 feet high and with construction geotextile for silt fence placed over the pile. The geotextile shall be anchored in a 6 inch wide by 6 inch deep trench on the upstream side of the barrier, and anchored using stakes on the downstream side. When no longer required, the geotextile material shall be removed, and the brush left in place. 8- 01.3(9)D Straw Bale Barrier Straw bale barriers shall be embedded in a trench the width of the bales for the length of the barrier and a minimum of four inches deep. The material excavated from the trench shall be placed and compacted against the uphill side of the bales. The bales shall be placed on their sides so that the bindings are not touching the ground. The ends of the bales shall be tightly abutting one another, and all spaces that do exist between bales shall be firmly packed with straw. Each bale shall be anchored using two stakes of wood or steel, driven flush with the top of the bale and extending through the bale and into the ground a minimum of 18 inches. The first stake shall be driven on an angle towards the previously laid bale. 8- 01.3(10) Wattles Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, or wood shavings encased within biodegradable or photodegradable netting. Rolls shall be least 6 inches in diameter, unless otherwise specified. Wattles shall be installed as soon as construction will allow or when designated by the Engineer. Wattles shall be placed in shallow trenches and staked along the contour of disturbed or newly constructed slopes, in accordance with the Plans, perpendicular to the flow direction and parallel to the slope contour. The wattles shall be installed at the intervals designated by the Engineer. Trench construction and wattle installation shall begin from the base of the slope and work uphill. Excavated material shall be spread evenly along the uphill slope and compacted using hand tamping or other method approved by the Engineer. On gradually sloped or clay -type soils Z:WAN \SPECS\98108.DEP.wpd 61 trenches shall be 2 to 3 inches deep. On loose soils, in high rainfall areas, or on steep slopes, trenches shall be 3 to 5 inches deep, or half the thickness of the wattle. The wattle shall be install snugly into the trench, abutting adjacent wattles tightly, end to end, without overlapping the ends. Wattles shall be staked at each end and at 4 foot centers along their entire length. When trench conditions require, pilot holes for the stakes shall be driven through the wattle and into the soil using a straight bar. Stakes shall be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding above the wattle. Wattles shall be inspected regularly to ensure they remain thoroughly entrenched and in contact with the soil, and immediately after a runoff producing rainfall. 8- 01.3(11) Maintenance Erosion control devices shall be maintained so they properly perform their function until the Engineer determines they are no longer needed. The devices shall be inspected on the schedule outlined in Section 8- 01.3(1)B for damage and sediment deposits. Damage to or undercutting of the device shall be repaired immediately. • Unless otherwise specified, when the depth of accumulated sediment and debris reaches approximately one -third the height of the device the deposits shall be removed. Debris or contaminated sediment shall be disposed of in accordance with Section 2 -01.2. Clean sediments may be stabilized on site if the Engineer approves. Erosion control devices that have been damaged shall be repaired or replaced immediately by the Contractor, in accordance with Section 1- 07.13(4). 8- 01.3(12) Removal and Reuse When the Engineer determines that a erosion control device is no longer required, the Contractor shall remove the device and all associated hardware from the project limits unless it qualifies for reuse as described below. If the materials are biodegradable the Engineer may approve leaving the temporary device in place. A previously used erosion control device may be reused on this contract provided: 1. The device has been thoroughly cleaned of all debris; 2. The device is free of tears, holes, or other damage 3. The Engineer has visually inspected the device and has determined it to be intact and not compromised as to performance 8 -01.4 Measurement ESC lead will be measured by the day, for each day that an inspection is made and a report is filed. Seeding, fertilizing, liming, mulching, and soil binder or tacking agent will be measured in acres by ground slope measurement or through the use of design data. Measurement of erosion control blanket and of plastic covering will be by the square yard measurement of surface area covered and accepted. Z:WAN \SPECS\98108.DEP.wpd 62 Check dams will be measured by the linear foot along the ground line of the of completed check dam. Stabilized construction entrance will be measured by the square yard for each entrance constructed. Tire wash facilities will be measured per each for each wash installed. Street cleaning will be measured by the hour for the actual time spent cleaning pavement, as authorized -by the Engineer. Time to move the equipment to or from the area on which street cleaning is required will not be measured. Inlet protection will be measured per each for each initial installation at a drainage structure. Replacement of damaged protection devices will not be measured. Silt fence, gravel and wood chip berms, and Brush Barrier will be measured by the linear foot along the ground line of completed barrier. Straw bale barrier will be measured per each for each bale placed in the initial installation at a barrier location. Wattle will be measured by the linear foot along the ground line of the completed wattle. 8 -01.5 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: "ESC Lead ", per day. "Seeding ", per acre. "Seeding and Fertilizing ", per acre. "Seeding, Fertilizing, and Mulching ", per acre. "Seeding and Mulching ", per acre. "Fertilizing ", per acre. "Second Application of Fertilizer ", per acre. "Liming ", per acre. "Mulching ", per acre. "Soil Binder or Tacking Agent ", per acre. "Erosion Control Blanket ", per square yard. "Plastic Covering ", per square yard. Z:'JAN \SPECS\98108.DEP.wpd 63 "Check Dam ", per linear foot. When the Engineer approves substitutions in check dam types, payment will be made at the unit contract price for the original item. If the Engineer determines that the substitution is not effective, the Contractor shall install the original item at no expense to the Contracting Agency. "Stabilized Construction Entrance ", per square yard. "Tire Wash ", per each. The unit contract per each for "Tire Wash" shall include all costs associated with constructing, operating, maintaining, and removing the tire wash. "Street Cleaning ", per hour. "Inlet Protection ", per each. "Silt Fence ", per linear foot. "Gravel Filter Berm ", per linear foot. "Wood Chip Berm ", per linear foot. "Brush Barrier ", per linear foot. "Straw Bale Barrier, per each. When the Engineer approves substitutions in barrier types, payment will be made at the unit contract price for the original item. If the Engineer determines that the substitution is not effective, the Contractor shall install the original item at no expense to the Contracting Agency. "Wattle ", per linear foot. Sediment removal from and maintenance of erosion control devices will be paid by force account under the item "Temporary Water Pollution /Erosion Control ". "Temporary Water Pollution /Erosion Control ", by force account as provided in Section 1 -09.6. To provide a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the Contractor's total bid. The Contractor shall bear full responsibility for water pollution and erosion control in all sources of material, disposal sites, and haul roads the Contractor provides. All costs for this work shall be included in the various unit prices for materials obtained from or hauled to Contractor - provided sites. Z:\JAN\SPECS\98108.DEP.wpd 64 SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL August 6, 2001 8- 20.3(4) Foundations The thirteenth paragraph is revised to read: For slip bases the combined height of the light standard concrete foundation plus the anchor bolt stub height shall not exceed 4 inches above the ground line. 8- 20.3(8) Wiring The tenth paragraph is revised to read as follows: Every conductor at every wire termination, connector, or device shall have a PVC or polyolefin wire marking sleeve bearing as its legend, the circuit number indicated in the contract. All terminal strips shall also bear the circuit number consistent with the contract. SECTION 8 -22, PAVEMENT MARKING October 2, 2000 Section 8 -22 is revised to read as follows: 8 -22.1 Description This work shall consist of furnishing, installing, and removing pavement markings upon the roadway surface in accordance with the Plans, Standard Plans, and these Specifications, at locations shown in the Contract or as directed by the Engineer. Pavement markings are defined as follows: Long Line Markings Skip Center Line A BROKEN YELLOW line 4 inches wide. The broken pattern shall be based on a 40 -foot unit consisting of a 10 -foot line and a 30 -foot gap. Skip center line is used as center line delineation on multilane, two way highways. Double Yellow Center Line Two SOLID YELLOW lines, each 4 inches wide, separated by a 4 -inch or 12 -inch space. Double yellow center line is used as center line delineation on multilane, two way highways and for channelization. Edge Line A SOLID line, 4 inches wide, used on the edges of the traveled way. Edge lines shall be WHITE except that on roadways with one way travel, the left edge line in the direction of travel shall be YELLOW. Dotted Extension Line A BROKEN LINE, 4 inches wide used to guide vehicles through an interchange or intersection. The broken pattern will be based on an 8 -foot unit consisting of a 2 -foot line and a 6 -foot gap. Dotted extension line shall be the same color as the line it is extending. Wide Line A SOLID WHITE line, 8 inches wide, used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high occupancy Z:UAN \SPECS\98108.DEP.wpd 65 vehicle lanes from general purpose lanes, to separate general purpose lanes from bicycle lanes, for traffic islands, hash marks, chevrons and other applications. Dotted Wide Line A BROKEN WHITE line, 8 inches wide, used for high occupancy vehicle lane applications on arterials and for bicycle lane delineation . The broken line pattern shall be based on an 8 -foot unit consisting of a 2 -foot line with a 6 -foot gap. Skip Wide Line A BROKEN WHITE line, 8 inches wide, used for high occupancy vehicle lane applications on freeways. The skip wide broken line pattern shall be based on a 40 -foot unit consisting of a 10 -foot line with a 30 -foot gap. Lane Line A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40 -foot unit consisting of a 10 -foot line and a 30 -foot gap. Drop Lane Line A BROKEN WHITE line, 8 inches wide, used to delineate a lane that ends at an off ramp. The broken pattern shall be based on a 15 -foot unit consisting of a 3 -foot line and a 12 -foot gap. No Pass Line A SOLID YELLOW line, 4 inches wide, separated from a skip center line by a 4 -inch space where passing is prohibited from the lane bounded by the no -pass line. Where passing is prohibited in both directions, no -pass lines shall be two SOLID YELLOW lines, each 4 inches wide, separated by a 4 -inch or 12 -inch space. Reversible Lane Line Two BROKEN YELLOW lines, each 4 inches wide, separated by a 4 -inch space. The broken pattern shall be based on a 40 -foot unit consisting of a 10 -foot line and a 30 -foot gap. Two Way Left Turn Line A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, • separated by a 4 -inch space. The broken pattern shall be based on a 40 -foot unit consisting of a 10 -foot line and a 30 -foot gap . The solid line shall be installed to the right of the broken line in the direction of travel. Barrier Line A SOLID YELLOW line, 18 inches wide. Transverse Markings Crosswalk Line A SOLID WHITE line, 12 inches wide, installed parallel to another crosswalk line with a 6- foot space between. the lines, or a series of SOLID WHITE lines 8 feet long conforming to details in the Standard Plans. Stop Line A SOLID WHITE line, 18 inches wide unless noted otherwise in the Contract. Z:WAN \SPECS\98108.DEP.wpd 66 Symbol Markings Traffic Arrow A WHITE marking conforming to details in the Standard Plans. Traffic Letter A WHITE marking conforming to the FHWA publication Standard Alphabet for Highway Signs and Pavement Markings for proportion. With the exception of the traffic letters forming parts of the railroad crossing symbol, all traffic letters shall be 8 feet high. Access Parking Space Symbol A WHITE marking conforming to details in the Standard Plans that is used to designate restricted parking access. HOV Lane Symbol A WHITE marking conforming to details in the Standard Plans that is used to designate a high occupancy vehicle (HOV) lane. Railroad Crossing Symbol A WHITE marking conforming to details in the Standard Plans . The letters included in the railroad crossing symbol shall conform to the FHWA publication Standard Alphabet for Highway Signs and Pavement Markings for proportion. Drainage Marking A WHITE marking consisting of a 4 -inch by 12 -inch line of plastic pavement marking material placed at the location of a cross - culvert, 1 foot outside the pavement edge line, with the 12 -inch length parallel to the longitudinal axis of the pipe or perpendicular to the drainage feature. Aerial Surveillance Marker A WHITE marking conforming to details in the Standard Plans. 8 -22.2 Materials Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved materials listed in the Qualified Products List. 8 -22.3 Construction Requirements 8- 22.3(1) Preliminary Spotting The Engineer will provide necessary control points at intervals agreed upon with the Contractor to assist in preliminary spotting of the lines before marking begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before marking begins. Preliminary spotting to guide the striping machine is required for all longitudinal lines except where a clearly visible separation is present. Preliminary spotting shall be provided at a spacing of 100 feet maximum on tangents and 25 feet maximum on curves. The color of the material used for spotting shall match the color of the permanent marking. 8- 22.3(2) Preparation of Roadway Surfaces Pavement surface temperature and ambient temperature shall be 50 degrees F and rising for the application of paint. New and existing asphalt concrete pavement shall be dry, clean and free of contaminants such as surface oils and existing pavement marking materials prior to the application of paint or plastic material. Portland cement concrete shall have a minimum compressive strength Z:WAN \SPECS\98108.DEP.wpd 67 of 3000 psi and shall be dry, clean and free of contaminants including curing agents, surface oils and existing pavement marking materials prior to the application of paint or plastic material. Contaminants shall be removed by approved mechanical means. Pavement surfaces shall be prepared for plastic marking application in accordance with the pavement marking material manufacturer's recommendations. Application of Type D material on dense asphalt requires a pavement cure period of up to 14 days prior to application and a 28 day cure period for application on open graded asphalt concrete pavement or Portland cement concrete. 8- 22.3(3) Marking Application Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow in color. All temporary pavement markings shall be retroreflective. Paint and sprayed or extruded plastic material shall be applied with a top dressing of glass breads. Two applications of paint will be required to complete all paint markings. The time period between paint applications will vary depending on the type of pavement as follows: Pavement Type Time Period Bituminous Surface Treatment 4 hours min., 48 hours max. Asphalt Concrete Pavement 4 hours min., 30 days max. Cement Concrete Pavement 4 hours min., 30 days max. Where paint is applied on centerline on two -way roads with bituminous surface treatment, the second paint application shall be applied in the opposite direction as the first application. The second application of paint shall be squarely on top of the first pass. Lines with skip patterns, paint or plastic, shall be applied so they are in cycle with existing skip pattern lines on at least one end of the project. Glass beads shall be applied to all spray applied paint material. The bead application system shall provide a uniform bead distribution over the entire surface of the marking. The minimum application rate shall be 7 pounds of beads per gallon of paint. Pavement markings shall be applied at the following base line thickness measured above the pavement surface in thousandths of an inch (mils): Dense Class D Marking Material Application ACP ACP PCC BST • Paint -first coat spray 10 10 10 10 Paint- second coat spray 15 15 15 15 Type A - flat/transverse & symbols extruded 125 125 125 125 Type A - flat/long line & symbols spray 90 120 90 120 Type A - with profiles extruded 90 120 90 120 Type A - embossed, extruded 160 160 160 160 Type A - embossed with profiles extruded 160 160 160 160 Type B - flat/transverse & symbols heat fused 125 125 125 125 Z:'JAN \SPECS\98108.DEP.wpd 68 Type C - flat/transverse & symbols adhesive 90 90 90 NA Type C - flat/long line adhesive 60 60 60 NA Type C - inset/long line adhesive 60 60 60 NA Type D - flat/transverse & symbols spray 120 120 120 120 Type D - flat/transverse & symbols extruded 120 120 120 120 Type D - flat/long line spray 90 120 90 120 Type D - flat/long line extruded 90 120 90 120 Type D - profiled /long line extruded 90 120 90 120 Type D - inset/long line extruded 260 260 260 260 Liquid pavement marking material yield per gallon depending on thickness shall not exceed the following: Mils thickness Feet of 4" line /gallon Square feet/gallon 10 483 161 15 322 108 30 161 54 45 107 36 60 81 27 90 54 18 90 with profiles 30 10 120 40 13 120 with profiles 26 9 260 19 7 Solid pavement marking material (Type A) yield per 50 pound bag shall not exceed the following: Mils thickness Feet of 4" line /50# bag Square feet/50# bag 30 - flat 358 120 45 - flat 240 80 60 - flat 179 60 90 - flat 120 40 90 - flat with profiles 67 23 120 - flat 90 30 120 - flat with profiles 58 20 125 - embossed 86 29 125 - embossed with profiles 58 20 260 - flat inset 42 14 Profiles are defined as that portion of the pavement marking line that is applied at a greater thickness than the base line thickness. Profiles shall be applied using the extruded method in the same application as the base line. All profiles shall be 500 mils thick, measured above the pavement surface, shall extend across the entire width of the marking and shall be a minimum of 4 inches in length for the full profile thickness. All profiles shall be spaced at 26 inches. Profiles shall be straight and square with the line. The profiles may be slightly rounded provided the minimum profile thickness is provided for the length of the profile. Each plastic skip center line, profiled plastic lane line and profiled plastic skip wide line shall have 5 profiles. Each profiled plastic drop lane line shall have 2 profiles. Provide approximately 4 inches of base line material prior to the first profile and after the last profile in the line. Z:UAN \SPECS\98108.DEP.wpd 69 All embossed plastic lines are applied at a thickness of 125 mils with a transverse groove 100 to 300 mils wide impressed into the line to a nominal depth of 15 to 30 mils above the pavement surface at spacing of 1 inch nominal. The transverse grooves normally applied adjacent to the profiles on plastic embossed line with profiles may be omitted for a distance of up to 2 inches from the profile. All inset plastic lines shall be applied into a slot cut into the pavement. The slot shall be cut with equipment to produce a smooth square slot 4 inches wide. The slot depth for Type C material shall be 40 mils, plus or minus 5 mils. The slot depth for Type A or D material shall be 250 mils minimum. Slots for Type A or D material shall be is filled to 10 mils above the pavement surface. The edges of the slot for Type A or D material shall be overfilled 0.125 inch on each side resulting in a 4.25 inch wide line. When two or more spray applications are required to meet thickness requirements for Type A and Type D materials, top dressing with glass beads is only allowed on the last application. A cure period of 4 hours minimum and 48 hours maximum is required between successive applications. Any loose beads, dirt or other debris shall be swept or blown off the line prior to application of each successive application. Successive applications s h a ll b applied squarely on top of the preceding successive 8 -22.3( 4) Tolerances for Lines Allowable tolerances for lines are as follows: Length of Line: The longitudinal accumulative error within a 40 foot length of skip line shall not • exceed plus or minus 1 inch. Width of Line: The width of line shall not vary more than plus or minus 1/4 inch. Lane Width: The lane width, which is defined as the lateral width from the edge of pavement to the center of the lane line or between the centers of successive lane lines, shall not vary from the widths shown in the Contract by more than plus or minus 4 inches. Thickness: A thickness tolerance not exceeding plus 10 percent will be allowed for thickness or yield in paint and plastic material application. Parallel Lines: The gap tolerance between parallel lines is 0.5 inches. 8 -22.3( 5) Installation Instructions Installation instructions for plastic markings shall be provided for the Engineer. All materials shall be installed according to the manufacturer's recommendations. A manufacturer's technical representative shall be present at the initial installation of plastic material to approve the installation procedure. 8 = 22 of 6) R o f Pavement Markings v/ anwai v a av cn�cua ma. r�...y.� Pavement markings to be removed shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. If, in the opinion of the Engineer, the pavement is materially damaged by pavement marking removal, such damage shall be repaired by the Contractor in accordance with Section 1- 07.13(1). Sand or other material deposited on the pavement as a result of removing lines and markings shall be removed as the work progresses to avoid hazardous conditions. Accumulation of sand or other material which might interfere with drainage will not be permitted. Z:\JAN \SPECS\98108.DEP.wpd 70 8 -22.4 Measurement Skip center line, skip center line with no pass line, double yellow center line, edge line, dotted extension line, lane line, double no -pass line, reversible lane line, and two -way left-turn line will be measured by the completed linear foot as "Paint Line ", "Plastic Line ", "Embossed Plastic Line ", "Profiled Plastic Line ", "Profiled Embossed Plastic Line" or "Inset Plastic Line ". The measurement for "Paint Line" will be based on a marking system capable of simultaneous application of three 4 -inch lines with two 4 -inch spaces. No deduction will be made for the unmarked area when the marking includes a skip line such as skip center line, dotted extension line, skip center line with no -pass line, lane line, reversible lane line, or two -way left -turn line. No additional measurement will be made when more than one line can be installed on a single pass such as skip center line with no -pass line, double yellow center line, double no -pass line, reversible lane line, or two -way left -turn line. The measurement for "Plastic Line ", "Embossed Plastic Line ", "Profiled Plastic Line ", "Profiled Embossed Plastic Line" or "Inset Plastic Line" will be based on the total length of each 4 -inch wide plastic line installed. No deduction will be made for the unmarked area when the marking includes a skip line, such as skip center line, dotted extension line, skip center line with no -pass line, lane line, reversible lane line, or two -way left -turn line. Painted wide line, plastic wide line, profiled plastic wide line, painted dotted wide line, plastic dotted wide line, profiled dotted wide line, painted skip wide line, plastic skip wide line, profiled plastic skip wide line, painted drop lane line, plastic drop lane line, profiled plastic drop lane line, barrier line, and stop line will be measured by the completed linear foot of each marking type. No deduction will be made for the unmarked area when the marking includes a gap such as painted dotted wide line, plastic dotted wide line, profiled plastic dotted wide line, painted skip wide line, plastic skip wide line, profiled plastic skip wide line, painted drop lane line, plastic drop lane line, or profiled plastic drop lane line. No additional measurement for payment will be made for the required second application of paint. No additional measurement for payment will be made for additional applications required to meet thickness requirements for plastic markings. Crosswalk line will be measured by the square foot of marking installed. Traffic arrows, traffic letters, access parking space symbols, HOV symbols, railroad crossing symbols, drainage markings, aerial surveillance full, and 1/2 markers will be measured per each as " Traffic Marking ". Type 1 through 5 traffic arrows are considered one unit each, regardless of the number of arrow heads. Removal of lines, 4 inches, 8 inches and 18 inches in width will be measured by the linear foot, with no deduction being made for the unmarked area when the marking includes a gap. Removal of traffic arrows, traffic letters, access parking space symbol, HOV lane symbol, railroad crossing symbol, drainage markings, aerial surveillance full and 1/2 markers will be measured per each as "Removing Traffic Marking Removal of crosswalk lines will be measured by the square foot of lines removed as "Removing Crosswalk Line" 8 -22.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: Z:\JAN \SPECS\98108.DEP.wpd 71 "Paint Line ", per linear foot. "Plastic Line ", per linear foot. "Embossed Plastic Line ", per linear foot. "Profiled Plastic Line ", per linear foot. "Profiled Embossed Plastic Line ", per linear foot. "Inset Plastic Line ", per linear foot. "Painted Drop Lane Line ", per linear foot. "Plastic Drop Lane Line ", per linear foot. "Profiled Plastic Drop Lane Line ", per linear foot. "Painted Wide Line ", per linear foot. "Plastic Wide Line'', per linear foot. "Profiled Plastic Wide Line ", per linear foot. "Painted Dotted Wide Line ", per linear foot. "Plastic Dotted Wide Line ", per linear foot. "Profiled Plastic Dotted Wide Line ", per linear foot. "Painted Skip Wide Line ", per linear foot. "Plastic Skip Wide Line ", per linear foot. "Profiled Plastic Skip Wide Line", per linear foot. "Painted Barrier Line ", per linear foot. "Plastic Barrier Line ", per linear foot. "Painted Crosswalk Line ", per square foot. "Plastic Crosswalk Line ", per square foot. "Painted Stop Line ", per linear foot. "Plastic Stop Line", per linear foot. "Painted Traffic Arrow ", per each. "Plastic Traffic Arrow ", per each. "Painted Traffic Letter ", per each. "Plastic Traffic Letter ", per each. "Painted Access Parking Space Symbol ", per each. "Plastic Access Parking Space Symbol ", per each "Painted HOV Lane Symbol Type ", per each. "Plastic HOV Lane Symbol Type ", per each. "Painted Railroad Crossing Symbol ", per each. "Plastic Railroad Crossing Symbol ", per each. "Painted Drainage Marking ", per each. "Plastic Drainage Marking ", per each. "Painted Aerial Surveillance Full Marker", per each. "Plastic Aerial Surveillance Full Marker ", per each. "Painted Aerial Surveillance 1/2 Marker ", per each. "Plastic Aerial Surveillance 1/2 Marker ", per each. "Removing Paint Line ", per linear foot. "Removing Plastic Line ", per linear foot. "Removing Painted Traffic Marking ", per each . "Qn n Dian +in Tr+m #in RAnrI4nn" rant. ennh Ica I IOVl11ly. I ICiOUI, I i 1iiiV IVIGU nII It� , J I Guvla . "Removing Painted Crosswalk Line ", per square foot. "Removing Plastic Crosswalk Line ", per square foot. SECTION 8 -23, TEMPORARY PAVEMENT MARKINGS October 2, 2000 Section 8 -23 is revised to read as follows: Z:WAN \SPECS\98108.DEP.wpd 72 8 -23.1 Description The work shall consist of furnishing and installing temporary pavement markings. Temporary pavement markings shall be provided where noted in the Plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent pavement markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed only if specifically required in the contract. Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow in color. All temporary pavement markings shall be retroreflective. Temporary pavement marking installations are defined as follows: Temporary Center Line A BROKEN line used to delineate adjacent lanes of traffic moving in opposite directions. The broken pattern shall be based on a 40 -foot unit, consisting of a 4 -foot line with a 36- foot gap if paint or tape is used. If temporary raised pavement markers are used, the pattern shall be based on a 40 -foot unit, consisting of a grouping of three temporary raised pavement markers, each spaced 3 feet apart, with a 34 -foot gap. Temporary Edge Line A SOLID line used on the edges of traveled way. The line shall be continuous if paint or tape is used. If temporary raised pavement markers are used, the line shall consist of markers installed continuously at 5 -foot spacings. Temporary Lane Line A BROKEN line used to delineate adjacent lanes with traffic traveling in the same direction. The broken pattern shall be based on a 40 -foot unit, consisting of a 4 -foot line with a 36- foot gap, if paint or tape is used. If temporary raised pavement markers are used, the pattern shall be based on a 40 -foot unit, consisting of a grouping of three temporary raised pavement markers, each spaced 3 feet apart, with a 34 -foot gap. 8 -23.2 Materials Materials for temporary markings shall be paint, tape, or raised pavement markers and selected from approved materials listed in the Qualified Products List. 8 -23.3 Construction Requirements 8- 23.3(1) Preliminary Spotting and Removal All preliminary layout and marking in preparation for application and the application and removal of temporary pavement markings shall be the responsibility of the Contractor. Temporary flexible raised pavement markers are required for bituminous surface treatment operations. Temporary pavement markings consisting of paint or tape may be paved over, but temporary raised pavement markers or removable tape shall be removed prior to paving. Any temporary pavement markings which are required on the wearing course prior to construction of permanent pavement markings and are not a part of the permanent markings shall be completely removed concurrent with or immediately subsequent to the construction of the Z:'.JAN \SPECS\98108.DEP.wpd 73 permanent pavement markings. Temporary flexible raised pavement markers on bituminous surface treatment pavements shall be cut off flush with the surface if their location conflicts with the alignment of the permanent pavement markings. All damage to the permanent work caused by removing temporary pavement markings shall be repaired by the contractor at no additional cost to the contracting agency. 8- 23.3(2) Beading and Tolerances Beading shall be in accordance with Section 8- 22.3(3). Line tolerances shall be in accordance with Section 8- 22.3(4 ). 8 -23.4 Measurement Temporary center line, temporary edge line, temporary lane line, and temporary raised pavement markers will be measured by the linear foot of each installed line or grouping of markers, with no deduction for gaps in the line or markers. Removing temporary center line, temporary edge line, temporary lane line, and temporary raised pavement markers will be measured by the linear foot of each line or grouping of markers removed, with no deduction for gaps in the line or markers. 8 -23.5 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: "Temporary Pavement Marking," per linear foot. The unit contract price per linear foot for "Temporary Pavement Marking" shall be full pay for constructing and maintaining temporary lines and markers as specified. Unless a bid item has been included in the proposal to pay for removal of temporary pavement markings, all costs for removal of temporary pavement markings shall be included in the unit contract price per linear foot for "Temporary Pavement Marking." No additional compensation will be allowed when the Contractor is required to replace temporary markings that have been damaged. "Removing Temporary Pavement Marking," per linear foot. SECTION 9 -00, DEFINITIONS AND TESTS June 26, 2000 9 -00.4 Sieve Analysis of Aggregates This section is revised to read as follows: Sieve analysis for acceptance of aggregate gradation shall be performed by procedures described in the WAQTC FOP for AASHTO T 27/11. 9 -00.8 Sand Equivalent This section is revised to read as follows: The sand equivalent will be the average of duplicate determinations from a single sample. The sand equivalent sample will be prepared in accordance with the WSDOT Field Operating Procedure (FOP) for AASHTO T 176, Alternate Method 2, the pre -wet condition. Z:1.JAN \SPECS\98108.DEP.wpd 74 9 -00.9 Field Test Procedures This section is revised to read as follows: Field test procedures may be either a WSDOT procedure or a Field Operating Procedure (FOP) for an AASHTO, ASTM, or WAQTC test procedure. A Field Operating Procedure is a technically equivalent abridged version of an AASHTO, ASTM, or WAQTC test procedure for use in field conditions. SECTION 9 -02, BITUMINOUS MATERIALS August 13, 2001 9- 02.1(1) Vacant This section is revised to read as follows: 9- 02.1(1) Test Methods The following WSDOT test methods have been converted to the listed AASHTO test methods. WSDOT AASHTO Test Test Characteristics Method Methods Penetration 201 T 49 Kinematic Viscosity 202 T 201 Absolute viscosity 203 T 202 Cleveland Open Cup 206 T 48 Tag Open Cup 207 T 79 RTFC Procedure 208 T 240 Distillation 211 T 78 Emulsified Asphalts 212 T 59 Ductility 213 T 51 Solubility 214 T 44 Water Content 217 T 55 9- 02.1(4) Asphalt Cements This section is revised to read as follows: Asphalt cement meeting the requirements of AASHTO MP1 of the grades specified in the contract shall be used in the production of asphalt concrete pavement. 9- 02.1(4)A Paving Asphalt This section including title is revised to read as follows: 9- 02.1(4)A Vacant 9- 02.1(4)B Modified Paving Asphalt This section including title is revised to read as follows: 9- 02.1(4)B Vacant 9- 02.1(5) Recycling Agent This section including title is revised to read: 9- 02.1(5) Vacant Z:WAN \SPECS\98108.DEP.wpd 75 9- 02.1(8) Hot Melt Traffic Button Adhesive This section is revised to read as follows: The bitumen adhesive material shall conform to the following requirements: Test Specification Method Requirement Flash Point, COC F AASHTO T 48 550 Min. Softening Point, F AASHTO T 53 200 Min. Brookfield Viscosity, 400 F ASTM D 2196 7,500 cP, Max. Penetration, 100g, 5 sec, 77 F AASHTO T 49 10 -20 dmm Filler Content, % by weight (Insoluble in 1,1,1 Trichloroethane) ASTM D 2371 50 -75 Filler material shall be calcium carbonate and shall conform to the following fineness: Sieve Size Percent Passing No. 100 100 No. 200 95 No. 325 75 Hot melt bitumen adhesive shall develop bond pull -off strength greater than 100 psi between 0 F and 120 F, 9- 02.2(1) Certification of Shipment The second paragraph is revised to read as follows: The Bill of Lading shall be supplied at the time of shipment of each truck load, truck and trailer, or other lot of asphalt. In addition to the copies the Contractor requires, one copy of the Bill of Lading including the Certification Statement shall be sent with the shipment for agency use. This section is supplemented with the following: Polymerized Cationic Emulsified Asphalt CRS -2P The asphalt CRS -2P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing of the emulsion. The asphalt CRS -2P shall meet the following specifications: AASHTO Test Specifications Method Minimum Maximum Viscosity @122°F, SFS T 59 100 400 Storage Stability 1 day % T 59 - - -- 1 Demulsibility 35 ml. 0.8 % Dioctyl Sodium Sulfosuccinate T 59 40 - - -- Particle Charge T 59 positive - - -- Sieve Test % T 59 - - -- 0.30 Z:WAN \SPECS\98108.DEP.wpd 76 Distillation Oil distillate by vol. of emulsion % T 59 (Note 1) 0 3 Residue T 59 65 - - -- Test on the Residue from distillation Penetration @77 °F T 49 100 250 Torsional Recovery % (Note 2) 18 or Toughness/Tenacity in-lbs (Note 3) 50/25 - - -- Note: 1. Distillation modified to use 300 grams of emulsion heated to 350 °F ± 9 °F and maintained for 20 minutes. 2. The Torsional Recovery test shall be conducted according to the California Department of Transportation Test Method No. 332. 3. Benson method of toughness and tenacity; Scott tester, inch - pounds at 77 °F, 20 in. per minute pull. Tension head 7/8 in. diameter. At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of Torsional Recovery based on type of modifier used. If the Benson Toughness/Tenacity method is used for acceptance the supplier must supply all test data verifying specification conformance. SECTION 9 -03, AGGREGATES August 13, 2001 9- 03.1(1) General Requirements This section is revised to read as follows: Portland cement concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in accordance with the provisions of Section 3 -01. Aggregates found to be potentially reactive per AASHTO T 303 or ASTM C 1260 shall require mitigating measures. Aggregates for use in Commercial Concrete as defined in 6- 02.3(2)B shall not require mitigation. Expansions greater than 0.10 percent determined according to AASHTO T 303 or ASTM C 1260 will be considered to be potentially reactive. The Contracting Agency will conduct AASHTO T 303 in order to determine the potential reactivity of the aggregates, all other testing is the responsibility of the Contractor. Mitigating measures shall include the use of low alkali cement per 9- 01.2(3) and may include the use of fly ash, lithium compound admixtures, or other material as approved by the Engineer. The Contractor shall submit evidence in the form of test results from ASTM C 1260 or AASHTO T 303 that demonstrate the proposed mitigation when used with the aggregates proposed will control the potential expansion before the aggregate source may be used in concrete. If fly ash is used, the Contractor shall provide test results from ASTM C 441 that show the fly ash does not cause an Z:\JAN \SPECS\98108.DEP.wpd 77 expansion reaction greater than that of the comparison control mixture prepared with cement of alkali between 0.40 and 0.60 percent. Mitigating measures will not be required if the Contractor provides test results from ASTM C 1293 or ASTM C 295 that indicate the aggregate is not reactive. An expansion of less than 0.04 percent per ASTM C 1293 or an aggregate composition containing less than the following materials per ASTM C 295 will be considered evidence that the aggregates are not reactive. Mineral Limit Optically strained, microfractured, or microcrystaiiine quartz 5.0% (max.) Chert or chalcedony 3.0% (max.) Tridymite or cristobalite 1.0% (max.) Opal 0.5% (max.) Natural volcanic glass 3.0% (max.) All these mineral limits are based on the total aggregate sample. 9- 03.1(4)A Deleterious Substances In the second paragraph the reference to "WSDOT Method 103" is revised to "WAQTC FOP for TM 1 ". 9- 03.1(4)C Grading In paragraph o ne , th co l u mn "P Sieve Si i re to read as follows Passing Sieve Size 2" square 1 1/2" square 1" square 3/4" square 1/2" square 3/8" square U.S. No. 4 U.S. No. 8 U.S. No. 16 9- 03.1(5) Combined Aggregate Gradation for Portland Cement Concrete Aggregates shall consist of sand, gravel, crushed stone, or other inert material or combinations thereof, having hard, strong durable particles free from adherent coatings, Aggregates shall be washed to remove clay, loam, alkali, organic matter, silt, bark, sticks, or other deleterious matter. 9- 03.1(5)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall not exceed the following values: 1. Particles of specific.gravity less than 1.95 2.0 percent by weight 2. Organic matter, by colorimetric test, shall not be darker than the reference Standard color (organic plate No. 3) AASHTO T21 unless other tests prove a darker color to be harmless. 3. Aggregates retained on the U.S. No. 4 sieve shall not have a percentage of wear in Los Angeles machine in excess of 35 after 500 revolutions. 4. Clay lumps 0.3 percent by weight Z:WAN \SPECS\98108.DEP.wpd 78 5. Shale 1.00 percent by weight. 6. Wood Waste 0.03 percent by weight. 7. Amount finer than U.S. No. 200 2.0 percent by weight. 9- 03.1(5)B Grading If a maximum aggregate size is not specified, the Contractor shall determine the maximum aggregate size, using ACI 211.1 as a guide. In no case will the maximum aggregate size exceed one -fifth of the narrowest dimension between sides of the forms, one -third the depth of slabs, nor three - fourths of the minimum clear spacing between individual reinforcing bars, bundles of bars, or pretensioning strands. The combined aggregate gradation when plotted on the 0.45 power chart shall be between two lines. The 0.45 power chart has a vertical axis that is the percent passing and a horizontal axis that is the sieve size raised to the 0.45 power. One line is defined as a line that passes through the point defined as 0 percent passing at the U.S. No. 100 sieve size and the point defined as 100 percent passing at the maximum aggregate sieve size. The other line is defined as a line that passes through the origin and the point defined as 100 percent passing two standard sieve sizes down from the maximum aggregate sieve. The Contracting Agency may sample each component aggregate prior to introduction to the weigh batcher or as otherwise determined by the Engineer. Each separate component will be sieve analyzed alone per AASHTO procedures T- 11/27. All material components will be mathematically re- combined by proportions (Weighted Average), supplied by the Contractor. 9- 03.4(2) Grading and Quality The chart for crushed cover stone and crushed screening is revised to read as follows: Crushed Crushed Screening Cover Stone Percent Passing Percent Passing 3/4 " -1/2" 5/8 " -No.4 1/2 " -No.4 3/8 " - #10 No. 4-0" 1" square 100 3/4" square 100 95 -100 100 - -- - -- - -- 5/8" square 95 -100 - -- 95 -100 100 - -- - -- 1/2" square - -- 0 -20 - -- 95- 100100 - -- 3/8" square - -- 0 -5 - -- - -- 90- 100100 U.S. No. 4 20 -45 - -- 0 -10 0 -15 30 -56 76 -100 U.S. No. 10 - -- - -- 0 -3 0 -3 0 -10 30 -60 U.S. No. 200 0 -7.5 0 -1.5 0 -1.5 0 -1.5 0 -1.5 0 -10.0 % fracture, by weight, min. 75 75 75 75 75 75 Sand equivalent min. 32 - -- — - -- - -- - -- Static Stripping Test Pass Pass Pass Pass Pass Pass 9- 03.6(2) Grading The sieve size "1/4" square" is revised to read "U.S. No. 4 ". The percent passing "40 -78" is revised to read "32 -72 ". 9- 03.8(6) Proportions of Materials The grading requirements chart is revised to read as follows: Z:WAN \SPECS\98108.DEP.wpd 79 Grading Requirements Class A Class D Class E Class F Class G Sieve Size and B Percent Passing 1 1/4" square - -- - -- 100 - -- - -- 1" square - -- - -- 90 -100 — — 3/4" 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 The third paragraph is deleted. 9- 03.8(6)A Basis of Acceptance The second sentence in the first paragraph (1.) is revised to read: 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 ate stock iie averages an d th proposed combining ratios and the showing g g,��„ p.,v �.g.� r- combining average gradation of the completed mix. Paragraph 3.a. is revised to read: a. Tolerances - Statistical Acceptance. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of MixtureTolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in Section 9- 03.8(6), except the tolerance limits for sieves designated as 100% passing will be 99 -100. Aggregate passing 1 ", 3/4 ", Broad band specification 5/8 ", 1/2 ", and 3/8" • sieves limits Section 9- 03.8(6) Aggregate passing No. 4 sieve ± 6% • Aggregate passing No. 10 sieve ± 5% Aggregate passing No. 40 sieve ± 4% Aggregate passing No. 200 sieve ± 2.0% Asphalt cement ± 0.5% For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9- 03.8(6). The second sentence in paragraph 3.c.1. is revised to read: 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. Z:\JAN \SPECS\98108.DEP.wpd 80 9- 03.9(1) Ballast The sieve size "1/4 square" is revised to read "U.S. No. 4 ". The Percent Passing "30 -50" is revised to read "26 -44 ". 9- 03.9(2) Shoulder Ballast The chart for grading and quality requirements is revised to read as follows: Sieve Size Percent Passing 2 1/2" square 100 2" square 65 -100 3/4" square 40 -80 U.S. No. 4 5 max. U.S. No. 100 0 -2 Fracture 75 min. 9- 03.9(3) Crushed Surfacing The chart for crushed surfacing grading is revised to read as follows: Base Top Course Course and Keystone Sieve Size Percent Passing 1 1/4" square 100 --- 1" square 80- 100 - -- 3/4" square — 100 5/8" square 50 -80 - -- 1/2" square — 90 -100 U.S. No. 4 25 -45 46 -66 U.S. No. 40 3 -18 8 -24 U.S. No. 200 7.5 max. 10.0 max. % Fracture 75 min. 75 min. Sand Equivalent 32 min. 32 min. All percentages are by weight. 9- 03.9(4) Maintenance Rock The grading chart for maintenance rock is revised to read as follows: Sieve Size Percent Passing 5/8" square 100 1/2" square 90 -100 U.S. No. 4 45 -66 U.S. No. 40 10 -25 U.S. No. 200 7 max. All percentages are by weight. 9 -03.10 Aggregate for Gravel Base The grading chart for aggregate for gravel base is revised to read as follows: Z:UAN \SPECS\98108.DEP.wpd 81 Sieve Size Percent Passing 2" square 75 -100 U.S. No. 4 22 -100 U.S. No. 200 0 -10 Dust Ratio: % Passing U.S. No. 200 2/3 max. % Passing U.S. No. 40 Sand Equivalent 27 min. All percentages are by weight, • Gravel base material retained on a U. S. No. 4 sieve shall contain not more than 0.20 percent by mass of wood waste. 9 -03.11 Recycled Portland Cement Concrete Rubble In the third paragraph, the reference to "1/4 inch" is revised to read "U.S. No. 4". 9- 03.12(2) Gravel Backfill for Walls The grading requirements chart for gravel backfill for walls is revised to read as follows: Sieve Size Percent Passing 4" square 100 2" square 75 -100 U.S. No. 4 22 -66 U.S. No. 200 5.0 max. Dust Ratio: % Passing U.S. No. 200 2/3 max, Passing U.S. No. 40 Sand Equivalent 52 min. All percentages are by weight. That portion of the material retained on a U.S. No. 4 square opening shall contain not more than 0.20 percent by mass of wood waste. 9- 03.12(3) Gravel Backfill for Pipe Zone Bedding The grading requirements chart for gravel backfill for pipe zone bedding is revised to read as follows: Qin„in Ci ',n Percent. Passing vicvc v��c P cr L. t i. i as�ii g 1" square 100 3/4" square • 80 -100 U.S. No. 4 " 20 -75 U.S. No. 200 15.0 max.* Sand Equivalent 27 min. *5.0 max. for sanitary sewer installations. Z:WAN \SPECS\98108.DEP.wpd 82 All percentages are by weight. 9- 03.12(5) Gravel Backfill for Drywells This section is revised to read as follows: Gravel backfill for drywells shall conform to the following gradings: Sieve Size Percent Passing 1 1/2" square 100 1" square 80 -100 3/4" square 0 -20 3/8" square 0 -2 U.S. No. 200 0 -1.5 Alkali silica reactivity testing is not required. 9 -03.13 Backfill for Sand Drains This section is revised to read as follows: Backfill for sand drains shall conform to the following grading: Sieve Size Percent Passing 1/2" square 90 -100 U.S. No. 4 57 -100 U.S. No. 10 40 -100 U.S. No. 50 3.30 U.S. No. 100 0 -4 U.S. No. 200 0 -3.0 All percentages are by weight. 9- 03.13(1) Sand Drainage Blanket This section is revised to read as follows: Aggregate for the sand drainage blanket shall consist of granular material, free from wood, bark, or other extraneous material and shall meet the following requirements for grading: Sieve Size Percent Passing 2 1/2" square 90 -100 U.S. No. 4 24 -100 U.S. No. 10 14 -100 U.S. No. 50 0 -30 U.S. No. 100 0 -7.0 U.S. No. 200 • 0 -3.0 All percentages are by weight. That portion of backfill for sand drains and sand drainage blanket retained on a U.S. No. 4 sieve shall contain not more than 0.05 percent by mass of wood waste. Z:'JAN \SPECS\98108.DEP.wpd 83 9- 03.14(1) Gravel Borrow This section is revised to read as follows: Aggregate for gravel borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 4" square' 100 2" Square - 75 -100 U.S. No. 4 50 -80 U.S. No. 40 30 max. U.S. No. 200 7.0 max. Sand Equivalent 42 min. All percentages are by weight. 'For geosynthetic reinforced wails or slopes, 100% passing 1 1/4" square sieve and 90 -100% passing 1" square sieve. 9- 03.14(2) Select Borrow This section is revised to read as follows: Material for select borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 6" squarel , 2 100 3" square 75 -100 U.S. No. 40 50 max. U.S. No. 200 10.0 max. Sand Equivalent 22 min. All percentages are by weight. • i For geosynthetic reinforced slopes, 100% passing 1 1/4" square sieve and 90 -100% passing 1" square sieve. 2100% shall pass 4" square sieve and 75- 100% shall pass 2" square sieve when select borrow is used in the top 2 feet of embankments or where Method C compaction is required. 9- 03.14(3) Common Borrow in the third paragraph the reference to "Standard Test Designation" is revised to "Test Method ". 9 -03.18 Foundation Material Class C The reference to "1/4 -inch sieve" is revised to read "U.S. No. 4 ". 9 -03.20 Test Methods for Aggregates This section is revised to read as follows: Z:\JAN \SPECS\98108.DEP.wpd 84 • The properties enumerated in these Specifications shall be determined in accordance with the following methods of test: Title Test Method Sampling WSDOT FOP for AASHTO T 2 Organic Impurities AASHTO T 21 Clay Lumps in Aggregates AASHTO T 112 Abrasion of Coarse Aggregates by Use of the Los Angeles Machine AASHTO T 96 Material Finer than U.S. No. 200 Sieve in Aggregates AASHTO T 11 Percent of Fracture in Aggregates WAQTC FOP for TM 1 Sieve Analysis of Fine and Coarse Aggregates WAQTC FOP for T 27/11 Sand Equivalent Test for Surfacing Materials WSDOT FOP for AASHTO T 176 Alternate Method 2, the pre -wet condition Determination of Degradation Value WSDOT T 113 Determination of Fineness Modulus AASHTO T 27 Particle Size Analysis of Soils AASHTO T 88 Stabilometer R Value, Untreated Materials WSDOT T 611 Swell Pressure and Permeability WSDOT T 611 Stabilometer S Value, Treated Materials WSDOT T 703 Gradation of Aggregates in ACP WSDOT FOP for AASHTO T 30 Determining Stripping of Asphalt Concrete WSDOT T 718 Compressive Strength of Concrete WSDOT FOP for AASHTO T 22 Flexural Strength of Concrete WSDOT T 802 9- 03.21(2) Recycled Glass Aggregate In the second paragraph the second sentence is revised to read as follows: Sieve analysis shall be conducted according to WAQTC FOP for AASHTO T 27/11 on at least a quarterly basis by the product supplier. In the fourth paragraph the third sentence is revised to read as follows: Sample collection shall be conducted according to WSDOT FOP for AASHTO T 2. SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS April 30, 2001 9 -04.5 Flexible Plastic Gaskets This section is revised to read as follows: The gasket material shall be produced from blends of refined hydro- carbon resins and plasticizing materials reinforced with inert mineral filler and shall contain no solvents. It shall not depend on oxidizing, evaporating, or chemical action for adhesive or cohesive strength. It shall be supplied in extruded rope -form of such cross - section and size as to adequately fill spaces between the precast sections. Z:UAN \SPECS\98108.DEP.wpd 85 The gasket material shall be protected by a suitable removable two -piece wrapper so designed as to permit removing one half, longitudinally, without disturbing the other. Its composition and properties shall conform to those set forth below. Test Method Min. Max. Bitumen (Petroleum plastic content ASTM D 4 50 70 Ash -inert Mineral Matter AASHTO T 1130 50 Penetration ASTM D 217 32 F (300gm) 60 sec 75 - -- 77 F (i 50gm) 5 sec 50 120 115 F (150gm) 5 sec - -- 150 Softening Point AASHTO T 53320 F - -- Specific Gravity at 77 F AASHTO T 229 1.20 1.35 Weight per gallon, lb. 10.0 11.3 Ductility at 77 F (cm) ASTM D 113 5.0 - -- Flash Point COC, F AASHTO T 73600 - -- Fire Point COC, F AASHTO T 48625 - -- Volatile Matter AASHTO T 47 - -- 2.0 9 -04.10 Crack Sealing - Rubberized Asphalt This section is revised to read as follows: Crack sealing material shall meet the requirements of Section 9- 04.2(1), except no bond test is required. 9 -04.11 Butyl Rubber This section is revised to read as follows: Butyl rubber shall conform to ASTM D 2000, M1 BG 610. If the Engineer determines that the butyl rubber is utilized in an area that will not be exposed to petroleum products, it shall conform to ASTM D 2000, M1 BA 610. SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS April 30, 2001 9 -05.16 Grate inlets and Drop inlets The first paragraph is revised to read as follows: Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except structural tube shall conform to ASTM A 500, Grade B. After fabrication, the steel shall be galvanized in accordance with AASHTO M 111, or galvanized with a hot - sprayed (plasma flame applied) 6 mil minimum thickness zinc coating. The second paragraph is revised to read as follows: Steel grating shall be fabricated by weld connections. Welds, welding procedures, and welding materials shall conform with the AWS D1.1, latest edition, Structural Welding Code. 9 -05.18 Safety Bars for Culvert Pipe This section is revised to read as follows: Z:WAN \SPECS\98108.DEP.wpd 86 Steel pipe used as safety bars and steel pipe used as sockets shall conform to ASTM A 53, Grade B. Steel tubing used as safety bars shall conform to ASTM A 500, Grade B. Steel plate shall conform to ASTM A 36. All parts shall be galvanized after fabrication in accordance with AASHTO M 111. SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS April 30, 2001 9 -06.1 Structural Carbon Steel This section is revised to read as follows: Structural carbon steel shall conform to AASHTO M 270, Grade 36, except as otherwise noted. 9 -06.2 Structural Low Alloy Steel This section is revised to read as follows: Structural low alloy steel shall conform to AASHTO M 270, Grade 50 or 50W as specified in the Plans or Special Provisions, except as otherwise noted. 9 -06.3 Structural High Strength Steel This section is revised to read as follows: Structural high strength steel shall be high yield strength, quenched and tempered structural steel conforming to AASHTO M 270, Grades 70W, 100, or 100W as specified in the Plans or Special Provisions, except as otherwise noted. 9- 06.5(4) Anchor Bolts In the second paragraph the third sentence is revised to read as follows: Nuts for AASHTO M 164 black anchor bolts shall conform to AASHTO M 291, Grade C, C3, DH, and DH 3 or AASHTO M 292, Grade 2H. 9 -06.16 Roadside Sign Structures In the first sentence of the first paragraph, the reference to "coupling bolts" is revised to "coupling bolts ". The third and fourth paragraphs are revised to read as follows: Posts for multiple post sign structures shall conform to ASTM A 36. Posts conforming to either ASTM A 588 or ASTM A 572 Grade 50 may be used as an acceptable alternate to the ASTM A 36 posts. All steel not otherwise specified shall conform to ASTM A 36. Triangular base stiffeners for one - directional multi -post sign posts shall conform to either ASTM A 588 or ASTM A 572 , Grade 50. The sixth paragraph is revised to read as follows: Base connectors for multiple directional steel breakaway posts shall conform to the following: Z:WAMSPECS\98108.DEP.wpd 87 Brackets Aluminum Alloy 6061 -T6 Bosses for Type 2B Brackets ASTM A 582 Anchor Ferrules Type 304 stainless steel for threaded portion. AISI 1038 steel rod and AISI 1008 coil for cage portion. The eighth paragraph is revised to read as follows: For multi - directional breakaway base connectors, shims shall conform to ASTM A 653, SS Grade 33, Coating Designation G 165. For one - directional breakaway base connectors, single post or multi -post, shims shall be fabricated conforming to ASTM B 36. SECTION 9 -07, REINFORCING STEEL August 6, 2001 9 -07.5 Dowel Bars (For Cement Concrete Pavement) The last sentence is revised to read: In addition, the requirements of Section 9 -07.3, Items 2, 3, 4, 5, 6, 7, 9 and 10 shall apply. 9 -07.10 Prestressing Reinforcement The section heading is revised to read as follows: 9=07.10 Prestressing Reinforcement Strand This section is supplemented with the following: 9 -07.11 Prestressing Reinforcement Bar High- strength steel bars shall conform to AASHTO M 275, Type II. Nuts shall conform to either ASTM A 29 Grade C1045, or ASTM A 536 Grade 100- 70 -03, and shall be capable of developing the larger of either 100 percent of the minimum ultimate tensile strength (MUTS), or 95 percent of the actual ultimate tensile strength (AUTS), of the bar. The anchor nuts • shall conform to the specified strength requirement while permitting a maximum 5 degree misalignment between the nut and the bearing plate. A minimum of three tests, each from a different heat, are required Couplers, if required, shall be AASHTO M 169 Grade 1144, or equivalent steel, developing the larger of either 100 percent of the MUTS, or 95 percent of the AUTS, of the bar. The test shall be performed with the coupler having a one inch unengaged segment between the two coupled bars. A minimum of three tests, each from a different heat, are required. For unbonded bars under dynamic loading, the connections shall withstand at least 500,000 cycles from 60 percent to 66 percent MUTS followed by at least 50 cycies between 40 percent MUTS and 80 percent MUTS. A minimum of three tests, each from a different heat, are required. The Contractor shall supply a Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3 for each bar. The Contractor shall supply a Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3 for all nuts and couplers confirming compliance with the specified strength requirement. Z:WAN \SPECS\98108.DEP.wpd 88 For each heat of steel for high- strength steel bar, the Contractor shall submit two samples, each not less than five feet long, to the Materials Laboratory, P.O. Box 167, Olympia, WA 98504, for testing. SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES June 26, 2000 9 -23.9 Fly Ash The reference to "Table 2" is revised to "Table 1A". SECTION 9 -25, WATER June 26, 2000 9 -25.1 Water for Concrete This section is revised to read as follows: Water for mortar or concrete shall be clear and apparently clean. If the water contains substances that cause discoloration, unusual or objectionable smell or taste, or other suspicious content, the Engineer may require the Contractor to provide test results documenting that the water meets the physical test requirements and chemical limits described in ASTM C94M Section 5.1.3, Tables 2 and 3. Water from mixer washout operations may be used in concrete provided it meets or exceeds the above criteria as well as the following additional requirements: 1. Concrete with water from mixer washout operations shall not be used in bridge roadway deck slabs, flat slab bridge superstructures, modified concrete overlays, or prestressed concrete. 2. Specific Gravity shall not exceed 1.07. 3. Alkalies, expressed as [Na2O +0.658 K2O], shall not exceed 600 ppm. 4. Shall be free of coloring agents. 5. If the wash water contains admixtures from different manufacturers, the Contractor shall provide evidence that the combination of admixtures are compatible and do not adversely affect the air void system of the hardened concrete as per Section 6- 02.3(3). 6. All tests to verify that the physical and chemical requirements are met, shall be conducted on the following schedule: a. The physical requirements shall be tested on weekly intervals for four weeks and thereafter on monthly intervals. b. The chemical requirements shall be tested on monthly intervals. c. The specific gravity shall be determined daily in accordance with ASTM D 1429, Test Method D. The Contractor shall use the services of a Laboratory that has a equipment calibration/ verification system, and a technician training and evaluation process per AASHTO R -18 to conduct all tests. The laboratory shall use testing equipment that has been calibrated/ verified at least once within Z:UAN \SPECS\98108.DEP.wpd 89 the past 12 months to meet the requirements of each test procedure in accordance with the appropriate section of AASHTO R -18. Documentation of tester qualifications and equipment • verification records shall be maintained and available for review by the Contracting Agency upon request. Agency reviews of the laboratory facility, testing equipment, personnel, and all qualification, calibration, and verification records will be conducted at the Contracting Agency's discretion. SECTION 9 -33, CONSTRUCTION GEOTEXTILE June 26, 2000 9 -33.2 Geotextile Properties In tables 1 and 3 the value "<50 %/ 50 %" is revised to " <50 %/ >50 % ". Z:\JAN \SPECS\98108.DEP.wpd 90 CONTRACT PROVISIONS General Special Provisions City of Yakima Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form Z:`!AN \SPECS\98108.DEP.wpd 91 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2000 Standard Specifications for Road, Bridge and Municipal Construction (English), and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: General Special Provision (date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions 1 date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are commonly applicable statewide. Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions1 ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SW R Southwest Region Bridges and Structures Special Provisions are commonly applicable statewide. Project Specific Special Provisions normally appear only in the contract for which they were • developed. DESCRIPTION OF WORK (March 13, 1995) This contract provides for the improvement of new signalization and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. CONTROL OF MATERIAL Foreign Made Materials Section 1 -06 is supplemented with the following: March 13, 1995) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. Z:UAMSPECS'98108.DEP.wpd 92 The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of the foreign material used does not exceed one -tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American -made material is defined as material having all manufacturing processes occur in the United States. The action of applying a coating to steel or iron is deemed a manufac- turing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron?. The following are considered to be steel manufacturing processes: • 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. • b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350 -109. Acceptance of Materials Section 1 -06.2 is supplemented with the following: (June 8, 1998) Steel Reinforcing Bar Steel reinforcing bar manufacturers have changed the size designation stamped on their bars. The actual size of the bar remains the same, only the size designation has changed. The table below shows the new size designation for reinforcing steel referenced in the Standard Specifications and the Standard Plans. Std. New Specification BarSize Designation Diameter Designation #3 (0.375 inches) #10 #4 (0.500 inches) #13 Z.1.JAN\SPECS198108.DEP. 93 #5 (0.625 inches) #16 #6 (0.750 inches) #19 #7 (0.875 inches) #22 #8 (1.000 inches) #25 #9 (1.128 inches) #29 #10 (1.270 inches) #32 #11 (1.410 inches) #36 #14 (1.690 inches) #43 #18 (2.260 inches) #57 Rebar stamped with either size designation may be used. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC Laws To Be Observed Section 1 -07.1 is supplemented with the following: (May 28, 1996) Prevention of Environmental Pollution and Preservation of Public Natural Resources The Contractor shall comply with the following environmental provisions which are made a part of the contract documents. A copy of the environmental provisions are available to the Contractor at the Project Engineer's office. If the Contractor's operations involve work outside the areas covered by the following environmental provisions, the Contractor shall advise the Engineer and request a list of all additional environmental provisions is also available to the Contractor at the Project Engineer's office. Refer to Section 1 -07.5 of the City of Yakima Special Provisions following these Special Provisions for the specific provisions that apply in addition to the provisions listed in the Standard Specifications and for which the Contractor is responsible. State Taxes Section 1 -07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1- 07.2(1) apply. • Fish And Wildlife and Ecology Regulations Permits And Licenses Section 1 -07.6 is supplemented with the following: (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. Z:\JAMSPECS\98108.DEP.wpd 94 Wages (March 2, 2001) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA010001. • Equal Employment Opportunity Responsibilities Section 1 -07.11 is supplemented with the following: (March 6, 2000) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2 . 6 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: 'Yakima, WA 9.7 WA Yakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Z:VAMSPECS\98108.DEP.wpd 95 Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA • Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3 . 8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on -site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60 -4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: Z.UAN\SPECS\98108.DEP.mad 96 a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals am. The Contractor nd tietables shall 4. implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Z.UAN\SPECSU8108.DEP.wpd 97 Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a -- union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractors obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off- the - street applicant and minority or female referral from a union, a recruitment source or •.. community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. Z \JAN \SPECS\98108.DEP.wpd 98 d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on -the -job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on -site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the 'acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. Z:\1AN\SPECS\98108.DEP.wpd 99 j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60 -3. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. • o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor - union, contractor - community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is Z:'JAN\SPECS\981 O8.DEP.wptl 1 00 • employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11 The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (August 6, 2001) Disadvantaged Business Enterprise (DBE) Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to report what is accomplished to enable the • Contracting Agency to track achievement. No preference will be included in the evaluation of Z.UAMSPECS\98108.DEP.wpd 1 01 bids/proposals, no minimum level of DBE participation shall be required as a condition for receiving an award and bids/proposals will not be rejected or considered non - responsive on that basis. DBE Goals No DBE goals have been assigned as a part of this contract. Affirmative Efforts to Increase DBE Participation Contractors are encouraged to: 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of such opportunities. All advertisements should include a provision encouraging participation by DBE firms and may be done through general advertisements (e.g., newspapers, journals, etc.) or by soliciting bids /proposals directly from DBEs. 2. Utilize the services of available minority community organizations, minority Contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. In addition, The Office of Minority and Women's Business Enterprises has three DBE Supportive Services Offices available to assist you as follows: Olympia: (360) 753 -9693, (Fax) (360) 586 -7079 Seattle: (206) 553 -7356, (Fax) (206) 553 -0194 Wenatchee: (509) 665 -3528, (Fax) (509) 665 -3533 3. Establish delivery schedules, where requirements of the contract allow, that encourage participation by DBEs and other small businesses. 4. Achieve DBE attainment through joint ventures. DBE Eligibility (for reporting purposes only) Definition of DBEs DBE status is designated by: The current list of firms accepted as certified by the Office of Minority and Women's Business Enterprises (OMWBE.) A list of firms accepted as certified by OMWBE is available from that office at (360) 704 -1180 or on line through their web site at (www.wsdot.wa.gov /omwbe /). DBE Participation When a DBE participates in a contract, only the value of the work actually performed by the DBE will be counted. 1. Count the entire amount of the portion of the contract that is performed by the DBE's own forces. Include the cost of supplies and materials obtained by the DBE fir the work of the contract. Include supplies purchased or equipment leased by the DBE. Exclude supplies and equipment the DBE Subcontractor purchases or leases from the Contractor or its affiliate. 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or Z:\JAN\SPECS\98108.DEP.wpd 102 managerial services, or for providing bonds or insurance, provided the fees are reasonable. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work shall be counted if the DBE's Subcontractor is also a DBE. The work that a DBE subcontracts to a non -DBE firm does not count as participation. DBE Prime Contractor A DBE prime Contractor shall only count the work performed with its own forces as well as the work performed by DBE Subcontractors and DBE suppliers. Joint Venture When a DBE performs as a participant in a joint venture, only count that portion of the total dollar value of the contract equal to the distinct, clearly defined portion of the work that the DBE performs with its own forces. C Useful Function You may count expenditures to a DBE Contractor if the DBE is performing a commercially useful function on that contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by • actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 2. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. 3. A DBE does not perform a commercially useful function if it fails to exercise responsibility with its own work force for at least 30 percent of the total cost of its contract. Trucking Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible for on a particular contract, . and there cannot be a contrived arrangement for the purpose of meeting the DBE goals. 2. The D?E must itself own and operate at least one fully licensed, insured, and operational truck that is used on the contract. 3. Credit towards project goals for DBE trucking firms who do not own at least one truck, will be granted only for the fees the DBE firm retains for providing the hauling service. Z:UAN\SPECS 98108.DEP.wpd 103 4. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing their portion of the work. 5. DBE trucking firms are required to perform at least fifty percent (50 %) of the work with his/her own trucks and personnel. 6. DBE trucking firms may utilize owner /operator trucks. The number of owner /operator trucks may not exceed any limitations on subletting or reassigning the work specified. All owner /operators must appear on the DBE Contractor's or DBE Subcontractor's payroll designated as owner /operator. The hours worked or wages paid may be reflected either on the payroll or on the record of payments to each owner /operator. 7. DBE trucking firms may lease or rent trucks from other sources, except from prime Contractors to whom they are Contractors, provided: a) A written valid lease /rental agreement on all trucks leased or rented is submitted to the project manager prior to the beginning of work; and b) Only the vehicle (not the operator) is leased or rented. c) The agreement must include the lessors name, trucks to be leased, and agreed upon amount or method of payment (hour, ton or load hauled). d) All lease agreements shall be long -term agreements, not project -by- project. The DBE is limited to leasing or renting two (2) additional trucks for each truck owned by the DBE trucking firm. Expenditures with DBEs Expenditures with DBEs for materials or supplies shall be counted as provided in the following: Manufacturer If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies. Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials or supplies. 2. Definition a) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own • name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, Z wpd 104 operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates dis ibu ioi equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a Tong -term lease agreement and not on an ad hoc or contract -by- contract basis. c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and typical for the services rendered. No part of the cost of the materials and supplies themselves shall be counted. P ^-e.d. "r Between Award and Execution After award and prior to execution of the contract, the Contractor shall provide the names and addresses of all firms that submitted a bid or quote to the Contractor as part of bidding this contract and note which of those firms were successful and will participate in the contract. These firms may be contacted to solicit general information as follows: 1. age of the firm 2. average of its gross annual receipts This information is necessary to maintain a bidder's list in compliance with the requirements of the 4q CFR, Part 26. Simply stated: who is soliciting the work and what is their capacity? The Contracting Agency will use this information to accurately determine an overall goal based on the percentage of DBEs who are ready, willing and able to perform the work. Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon completion of the project, as appropriate. The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. The dollars reported will be in accordance with the "DBE Eligibility" section of this specification. • Payment Payment for complying with the conditions of this specification and any associated DBE requirements is the Contractor's responsibility. Those costs shall be incidental to the respective bid items. Further Information If further information is desired concerning Disadvantaged Business Enterprise participation, inquiry may be directed to: Z. ■JAMSPECSU8108.DEP.wpd 1 05 External Civil Rights Branch Office of Equal Opportunity Washington State Department of Transportation Transportation Bldg., P.O. Box 47314 Olympia, WA 98504 -7314 or telephone - (360) 705 -7085. Fax (360) 705 -6801 (March 13 1995) Federal Agency Inspection Section 1 -07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. Temporary Water Pollution /Erosion Control Section 1 -07.15 is supplemented with the following: (October 25, 1999) Erosion and Sedimentation Control (ESC) Lead The ESC Lead shall be identified by the Contractor at the preconstruction meeting. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control signed by the WSDOT Water Quality Program Manager. The Certificate of Training is valid for 3 years from the issue date on the certificate. The ESC Lead shall implement the Temporary Erosion and Sedimentation Control (TESC) and Spill Prevention Control and Countermeasures (SPCC) plans. Implementation of the TESC and SPCC plans shall include, but is not limited to: 1. Installing, maintaining, inspecting and repairing all temporary erosion and spill control Best Management Practices (BMPs) included in the TESC and SPCC plans. All BMP's shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. All on -site erosion and sediment control measures shall be inspected at least once every seven days and within 24 hours after any storm event of greater tan 0.5 inches within Z.'JAN'SPECS\98108.DEP.wpd 1 06 a 24 hour period. All spills shall be responded to as outlined in the SPCC Plan. Damaged inspection. A Temporary Erosion and spill Control Report shall be prepared for each inspection and shall be included in the TESC and SPCC files. The inspection report shall include, but not be limited to: • a. When, where and how BMPs were installed, removed, or modified; b. Repairs needed or made; c. Observations of BMP effectiveness and proper placement. • d. Recommendations for improving performance of BMPs. 2. Preparing and maintaining a TESC and SPCC file onsite that includes, but is not limited to: a. TESC and SPCC Inspection Reports; b. Storm water site plan; c. Temporary Erosion and Sediment Control (TESC) Plan; d. Contractors addendum to the TESC; e. National Pollutant Discharge Elimination System construction permit (Notice of Intent); • 1. '.lading rciii g. Hydraulics Project Approval. Upon request, the file shall be provided to the Engineer for review. (October 25, 1999) Spill Prevention, Control and Countermeasures Description • This work shall consist of preparing a Spill Prevention, Control, and Countermeasures (SPCC) Plan and preparing for implementation of the plan. SPCC Plan Requirements The Contractor shall be responsible for the preparation of an SPCC plan to be used for the duration of the project. The plan shall be submitted to the Project Engineer prior to the commencement of any construction activities. A copy of the plan with any updates shall be maintained at the work site by the Contractor. The SPCC plan shall identify construction planning elements and recognize potential spill sources at the site. The Plan shall outline responsive actions in the event of a spill or release and shall identify notification and reporting procedures. The Plan shall also outline Contractor management elements such as personnel responsibilities, project site security, site inspections and training. The Plan shall outline what measures the Contractor shall take to prevent the release or spread of the following: 10. An on site review t as been completed and the following site(s) and materials have been identified and located and are described in the contract documents: Z.UAN\SPECS'98108.DEP.wpd 107 Hazardous Material* Approximate Location ..� 1 * ** * ** 2 ... * ** 3 * ** * ** 4 * ** * ** 5 * ** * ** 6 * ** * ** 7 * ** * ** 8 * ** * ** 9 * ** * ** 10 * ** • Any hazardous material* found on site and encountered during construction but not - identified in contract documents. • Any hazardous materials* that the Contractor stores, uses, or generates on the construction site during construction activities. These items include, but are not limited to, gasoline, oils and chemicals. *Hazardous material, as referred to within this specification, is defined in RCW 70.105.010 under "hazardous substance ". The SPCC plan shall also address, at a minimum, the following project- specific information: Introduction SPCC Plan Elements Site Information Management Approval Site Description Planning and Recognition Spill Prevention and Containment Spill Response Reporting Program Management Attachments: A - Emergency Action Plan B - Site Plan C - Inspection and Incident Report Forms Implementation Requirements In the event that hazardous material is encountered during the course of the work, regardless of whether or not the material is shown in the Plans, the implementation of the Contractor's SPCC Plan shall be included in the scope of the contract and shall be carried out by the Contractor. The Contractor shall maintain, at the job site, the applicable equipment and material designated in the SPCC Plan. (October 25, 1999) Payment The lump sum contract price for the "Spill Prevention Plan" shall be full pay for all labor, equipment, material and overhead costs associated with the preparation of the SPCC Plan and any coordination and preparation needed prior to implementation. If the Contracting Agency is responsible for the cost of response, containment and any cleanup then payment shall be made through existing contract items or an Equitable Z JAMSPECS\98108.DEP.wpd 108 Adjustment in accordance with Section 1 -09.4. Assignment of responsibility for payment shall be as defined elsewhere in the Contract. If the spill is due to the Contractor's operations or negligence nothing in this section shall be construed as relieving the Contractor of responsibility for damage and all cost of response, containment and any cleanup shall be borne by the Contractor. Protection And Restoration Of Property Section 1-07.16 is supplemented with the following: (March 13, 1995) Archaeological And Historical Objects It is national and state policy to preserve, for public use, historical and prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint. Archaeological or historical objects, which may he encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds. The Engineer will contact the archaeologist who will determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. If the archaeologist determines that the material is to be salvaged, the Engineer may require the Contractor to stop work in the vicinity of the discovery until the salvage is accomplished. Loss of time suffered by the Contractor due to resulting delays will be adjusted in accordance with Section 1 -08.8. (February 5, 2001) Utilities And Similar Facilities Section 1 -07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Pacific Power 1101 N. 16' Ave., Yakima, WA 98902 (509) 575 -3150 • Charter Communications 1005 N. 16' Ave., Yakima, WA 98902 (509) 575 -1697 Qwest Communications` 8 South 2n Ave., Yakima, WA 98902 (509) 575 -7183 City of Yakima 2410 Fruitvale Blvd., Yakima, WA 98902 (509) 575 -6204 Cascade Natural Gas 401 N. 1s Street, Yakima, WA 98901 (509) 457 -8175 Z:UAMSPECS\98108.DEP.wptl 1 09 Public Convenience And Safety Construction Under Traffic Section 1- 07.23(1) is supplemented with the following: (March 13, 1995) The construction safety zone for this project is ten (10) feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is by permanent guard rail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. PROSECUTION AND PROGRESS Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not Tess than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. Z:UAMSPECS\ 9B108.DEP.wpd 110 CITY OF YAKIMA SPECIAL PROVISIONS INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD City Project No. 1935 The following Special Provisions supersede any conflicting provisions of the 2000 Standard Specifications for Road, Bridge, and Municipal Construction, including the Division 1 APWA • SUPPLEMENT, Section 1 -99, and are made a part of this Contract. PROJECT DESCRIPTION This work consists of the furnishing of all labor, materials, and equipment required for the installation of a new traffic signal at the intersection of North 40"' Avenue and Castlevale Avenue. The north, south, and east legs of the intersection are existing. The west leg of the intersection, including excavation and embankment, cement concrete curb, gutter, sidewalks and asphalt pav- ing, will be constructed under a separate project. This project includes signal poles, cement concrete pole bases (including excavation), anchor bolts, conduit including excavation and backfilling, pull boxes, controller, video detection system, conductors, lighting and signalization arms, pedestrian heads, high - pressure sodium luminaires, and connection to power utility. Contractor to furnish all lamps. One existing street light pole, luminaire arm, and concrete base, located at the northeast corner of the intersection, will be removed by the Contractor as its location conflicts with the new signal pole. 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 l98108.DEP.wpd 111 The terms °Contracting Agency," "Owner," and "City" are inter- changeable. County: Yakima County Public Works Department 128 North 2 Street Yakima, WA 98901 Engineer: Huibregtse, Louman Associates, Inc. • 801 North 39 Avenue Yakima, WA 98902 Inspector: The City's designated Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2000 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: Working drawings are further defined as catalog cut sheets, manufacturer's informational sheets describing salient features, • or samples of fabricated and manufactured items required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Supplement this section as follows: Pre - qualification is not required for this project. 1 -02.4 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. A pre -bid conference will be held at Yakima City Hall CED Conference Room, second floor, 129 North 2 "d Street, Yakima, Washington, at the time and date stated in the "Invitation to Bid." The conference will include project discussion, DBE Contractor participation, and the Affirmative Action Plan. 1 -02.9 DELIVERY OF PROPOSAL Add the following: Sealed bids will be received at the following location before the specified time: Z:UMt4SPECS.98108.DEP.wpd 112 Office of the Contracting Agency, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.15 PRE -AWARD INFORMATION This section is supplemented with the following: The City will request the following documentation regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce utilization in the performance of this project: 7. Identify the MBEs and WBEs used to fulfill the City's WMBE goal of 1 O %. 8. Identify the subcontractors with the percentage of work they will do. 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. 10. Furnish an Affirmative Action profile, by ethnic category, on the low bidder's employees proposed to be utilized to do the Contract work. The above voluntary information will be requested by the City of the low bidder. The City will provide the four (4) page form, a copy of which immediately follows this Special Provision Section 1 -02. Z JAMSPECS\98108. wpd 113 1 of 4 MBE/WBE FORM - 5/95 Date: To: City of Yakima, Engineering Division 129 No. 2nd Street Yakima, WA 98901 Attn: Mr. K. Wendell Adams, PE, City Engineer Re: INTERSECTION SIGNAL IZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD We are submitting the following information and documentation regarding Minority and Women Work Force Utilization and Women and Minority Business Enterprises prior to award of the above contract as required under Section 1- 02.15, Pre -Award information of the Special Provisions. 7. A. Identify the MBE's or WBE's used to fulfill the City's WMBE goal of 10 %. Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . % Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): % Total percent of MBE/WBE bid items in project (without sales tax): _ _ % Z.\IAMSPECS\98108.DEP.wpd 114 2 of 4 MBE/WBE FORM - 5/95 (If total percent of MBE/WBE bid items in project are not at or above the City's goal of 1 O %, provide the information and documentation required in section 7. B.) 7. B. Identify the MBE's or WBE's contacted for subcontractor work: 7. B. 1. Name of MBE/WBE Certification No. Contact Person: Phone Number: Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 2. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 3. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO Z.UAMSPECS'98108.DEP wod 115 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of MBE/WBE • Certification No. • Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 8. Identify the subcontractors with the percentage of work they will do. Subcontractor Name Percent of Work Z:J SPECS \ 981 08.DEP.wpd 116 4 of 4 MBE/WBE FORM - 5/95 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White 10. Furnish an Affirmative Action profile, by ethnic category, on the bidder's employees proposed to be utilized to do the contract work. Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White (Contractor) By: Z UAMSPECSU8108.DEP wad 117 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT 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 -03.4 CONTRACT BOND Add the following: The Bond shall further indemnify and hold the City of Yakima, their elected or appointed officials, employees, and agents harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -04 SCOPE OF THE WORK 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 City and other work shall not proceed until this partial cleanup is accom- plished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -05 CONTROL OF WORK 1 -05.3 PLANS AND WORKING DRAWINGS Add the following: The Contractor shall submit to the City of Yakima Engineering Division, 129 North 2nd Street, Yakima, WA 98901, Attn: Jim Maine, for review and approval, all submittals for the project. The data shown on the submittals will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the City to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications. When the Contractor does call such deviations to the attention of the City, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Z.VAN\SPECS\98108.DEP.wpd 118 Refer to Section 8 -20.2 of the Standard Specifications. Unless otherwise approved by the City, submittals shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the submittals, or other means, that he (the Prime Contractor) has checked the submittals. The Contractor's stamp of approval on the submittals shall constitute a representation to the City that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Submittals shall be submitted in sufficient time to allow the City not less than 10 working days for review. The practice of submitting incomplete or unchecked submittals for the City to correct or finish will not be acceptable, and submittals which, in the opinion of the City, clearly indicate they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The City will review and approve with reasonable promptness submittals and samples, but the City's review and approval shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The approval by the City of a separate item as such will not indicate approval of the assembly in which the item functions. When the submittals have been reviewed by the City, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the submittals may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the City and shall resubmit the required number of corrected submittals or samples for review and approval. No changes shall be made by the Contractor to resubmitted submittals other than those changes indicated by the City, unless such changes are clearly described in a letter accompanying the resubmitted submittals. Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the City. 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 City and /or Inspector at all times. Prior to acceptance of the work, the Contractor shall deliver to the City 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 City of Yakima. Z:UAMSPECS\98108.DEP.wpd 119 1 -05.4 CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES 1- 05.4(1) ROADWAY AND UTILITY SURVEYS (APWA ONLY) Replace with the following: The Engineer will establish one time only the line and grade of proposed construction by offset stakes. The Engineer will establish the centerline for minor structures and establish bench marks at convenient locations for use by the Contractor. The Contractor shall be responsible for all other construction staking. All associated costs will be incidental to other bid items. 1 -06 CONTROL OF MATERIALS 1 -06.2 ACCEPTANCE OF MATERIALS 1- 06.2(1) SAMPLES AND TESTS FOR ACCEPTANCE Supplement this Section with the following: 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 City. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the City for review and approval prior to the preconstruction conference. The 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 Inspector 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 50 linear feet of conduit trench and two (2) tests for each street crossing. At alternating 50 -foot locations along the conduit line, tests shall be taken at 1 -foot and 2 -foot depths below finish grade. The Inspector may request additional tests be performed at the Contractor's expense, if test results do not meet the required trench backfill densities. Asphalt Paving Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Inspector as constructiof 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 150 square feet of surface area for each lift of asphalt concrete pavement. Z: ■JAN\SPECS198108.DEP.wpd 120 The Inspector may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.5 FISH AND WILDLIFE AND ECOLOGY REGULATIONS 1- 07.5(1) GENERAL Add the following: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the Federal, State, and local pollution control regulations. 1- 07.5(4) AIR QUALITY Supplement this section with the following: A Project Dust Control Plan issued by the Yakima Regional Clean Air Authority is required for this project. The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574 -1410. 1 -07.6 PERMITS AND LICENSES Add: The Contractor shall have or obtain a valid City of Yakima business license for the duration of this project. 1- 07.11(10)B REQUIRED RECORDS AND RETENTION Revise the first sentence of the first paragraph as follows: Replace "State Department of Transportation" with "the Contracting Agency". The third paragraph is revised to read as follows: The Contractor and all subcontractors on this project shall submit WSDOT Form 820 -010 to the City Construction Engineer by the Fifth of the month during the term of the Contact. (February 5, 2001) Utilities And Similar Facilities Section 1 -07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Z.UAMSPECS\98108.DEP.wpd 1 21 Public and private utilities, or their contractors, will fumish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Pacific Power 1101 N. 16 Ave., Yakima, WA 98902 (509) 575 -3150 Charter Communications 1005 N. 16 Ave., Yakima, WA 98902 (509) 575 -1697 Qwest Communications 8 South 2 "d Ave., Yakima, WA 98902 (509) 575 -7183 City of Yakima 2410 Fruitvale Blvd., Yakima, WA 98902 (509) 575 -6204 Cascade Natural Gas 401 N. 1s Street, Yakima, WA 98901 (509) 457 -8175 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) The seventh paragraph is revised as follows: Change "45 days" to "20 days ". Revise the eighth paragraph by adding the following to the end of the first sentence: " , the City of Yakima, its employees, agents, and elected or appointed officials, and Huibregtse, Louman Associates, Inc." Revise the tenth paragraph to read: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. COVERAGES AND LIMITS Supplement this section with the following: All coverages combined single limit shall be $1,000,000 per occurrence. The commercial general liability policy will contain a per job aggregate" endorsement. If this endorsement is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. A commercial general liability deductible of $5,000 or less is acceptable. The Contractor will be responsible for the payment of that deductible for any losses which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such knits. EVIDENCE OF INSURANCE (APWA ONLY) The section is revised to reAd: The Contractor shall provide evidence of insurance by the following method: Z:UAMSPECSl981 O8. DEP. mad 122 1. A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements. 2. The wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 20 days, to the City of Yakima. 3. Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS: • The City of Yakima, their agents, employees and elected or appointed officials, and Huibregtse, Louman Associates, Inc., are additional insureds for the INTERSECTION SIGNALIZATION PROJECT - NORTH 40TH AVENUE AND CASTLEVALE ROAD. 4. Contain the appropriate amount and types of coverages that are specified by the Contract. 1 -08 PROSECUTION AND PROGRESS 1 -08.3 PROGRESS SCHEDULE The first paragraph is revised to read: The Contractor shall prepare and submit to the City a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the City. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The 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 City, as directed, immediately upon preparation. The section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the City Construction Engineer before 9:00 a.m. on the Friday prior to the week indicated on the schedule. if the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence differing from that which he has shown on his schedule, the City may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. Z.\JAMSPECSU8108.DEP.wpd 1 23 1 -08.5 'TIME FOR COMPLETION (APWA ONLY) Add the following: The following number of working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of contract work: All work shall be completed within 20 working days, with the exception of the following items: Bid Item No. 11 - Traffic Signal Display and Detection System Bid Item No. 12 - Controller Equipment Training Twenty working days shall be allowed for completion of Bid Items No. 11 and 12 following delivery of this equipment on -site. Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normai 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. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of Trans- portation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Bid Schedule and the" "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications but is not covered by a bid item 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 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: • Z: JAMSPECS\98108.DEP.wpd 124 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." 1 -09.9 PAYMENTS (APWA ONLY) • Add the following: The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. Upon completion of all work under this Contract, the Contractor shall notify the City, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the City 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- 09.9(1) RETAINAGE Replace items 2 and 3 of the third paragraph with the following: 2. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. Z:UAN\SPECS\98108.DEP.wod 125 3. Releases have been obtained from the State Department of Labor and Industries, the State of Washington Employment Security Department, and all other departments and agencies having jurisdiction over the activities of the Contractor. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." • 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(1)B TRAFFIC CONTROL SUPERVISOR Revise the first sentence to read: A TCS shall be on the project whenever traffic control devices and/or flaggers are required to fulfill the requirements of the Contractor's approved Traffic Control Plan or as authorized by the Engineer. 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 construction signing and barricades required for the project and submit it to the City of Yakima 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 City after review, shall be included in the unit contract prices for "Maintenance and Protection of Traffic," per lump sum. 1- 10.3(1) TRAFFIC CONTROL LABOR . Revise the first sentence of the third paragraph with the following: Delete the phrase `Traffic Control Labor" and replace it with "Maintenance and Protection of Traffic ". Revise the fourth paragraph as follows: Delete the first sentence. Z:UAMSPECSl981 O8.DEP.wpd 126 Delete the phrase "Traffic Control Labor" in the second sentence and replace it with "Maintenance and Protection of Traffic ". 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. • Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1 -10.4 MEASUREMENT Delete the second paragraph and replace with the following: "Maintenance and Protection of Traffic" shall cover all traffic control labor as set forth in Section 1- 10.3(1), and furnishing all temporary traffic control devices as set forth in Section 1- 10.3(5) as required by the approved Traffic Control Plan. 1 -10.5 PAYMENT AND 1 -10.5 PAYMENT (APWA ONLY) Add the following pay item: "Maintenance and Protection of Traffic," per lump sum. The lump sum contract price shall be full compensation for furnishing and maintaining flaggers, modifying or adapting the Traffic Control Plan, furnishing, maintaining, moving, and removing temporary traffic control signs and devices, traffic control vehicle, pilot car, and other traffic control measures required by the Approved Traffic Control Plan. No further payment will be made. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2- 02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS Add the following: Z:\.IANSPECS\98108.DEP WPd 127 Where shown on the Plans or as directed by the City, 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 concrete 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 damaged prior to asphalt concrete paving activities, the Contractor shall ie - required to trim the edge with an approved pavement cutter as directed by the City • immediately prior to paving. No separate payment shall be made for saw - cutting pavement. 2 -02.5 PAYMENT Per Section 2 -02.5 of the Standard Specifications. • 5 -04 ASPHALT CONCRETE PAVEMENT 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. Asphalt concrete 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 -04.2 MATERIALS Add the following: Asphalt concrete pavement used on this project shall be Class G conforming to the provisions of SECTION 5 -04 of the 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 concrete paving operation at proper asphalt concrete mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. Z;4AMSPECS\98108.DEP.rwd 128 5- 04.3(7)A MIX DESIGN Add the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design), to the City for approval at least 5 working days prior to any paving operation. The use of more than 30 percent of recycled material in the asphalt concrete pavement on this project will not be permitted. 5- 04.3(10)B CONTROL Add the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM 2041. 5 -04.4 MEASUREMENT (TRENCHING PROJECTS) Add the following: Asphalt concrete pavement used for trench repair and surface restoration shall be measured by the square yard to the maximum width shown on the Plans for conduit instal- lation. Asphalt concrete pavement shall be constructed to the depth shown on the Plans and will be measured to the nearest foot over the limits of the existing asphalt concrete roadway. When only a portion of the trench surface includes asphalt concrete pavement, the width will be determined based on the limits existing prior to construction, up to the maximum payment width. No additional measurement will be made for crushed surfacing top course or crushed surfacing base course. Asphalt concrete pavement required for surface restoration beyond the limits shown on the plans will not be measured and no payment will be made therefor. 5 - 04.5 PAYMENT Payment shall be in accordance with SECTION 5 -04.5 of the Standard Specifications with the following modifications: Asphalt concrete pavement, crushed surfacing top course, and crushed surfacing base course shall be paid for at the unit price bid per square yard for "Asphalt Concrete Pavement Repair." The unit price bid shall be full compensation for all labor, equipment, materials, and incidental costs required to furnish, place, and compact crushed surfacing and the specified class of asphalt concrete pavement. No additional payment shall be made for the excavation, trimming, sloping, backfill, tack coat, or any other work required to complete the job. 8 -20 ILLUMINATION, SIGNALIZATION, AND ELECTRICAL 8 -20.1 DESCRIPTION Add the following: Z:'JANASPECS\98108.DEP wpd 1 29 The Contractor is responsible for coordinating with utilities. Prior to beginning construction the Contractor shall coordinate to have all utilities marked in the field. In addition, the power source should be verified with the local power utility. 8 - 20.2 MATERIALS Section 8 -20.2 is supplemented with the following: The existing street light at the northeast corner of the intersection is to be removed by the Contractor and the pole, arm, and luminaire head and other equipment removed shall be delivered to the City of Yakima Signal Shop at 2301 Fruitvale Boulevard. Conduit Section 9 -29.1 is supplemented with the following: Conduit shall be Schedule 40 PVC sized according to the drawings. Junction Boxes Section 9 -29.2 is supplemented with the following: Junction boxes shall be constructed of polymer concrete and reinforced by a heavy -weave fiberglass similar and equal to Quazite Style PG. Boxes and covers shall be concrete gray color and boxes rated for no less than 8,000 pounds over a 10" x 10" area and designed and tested to temperatures of -50° F. Heavy duty box covers shall have service load of not less than 15,000 pounds over a 10" square area. The covers shall be marked with a "Traffic Signal" logo. Existing poured -in -place pull boxes located in sidewalk to be removed shall be replaced with a next larger size Quazite pull box (Type 1). Do not install felt divider material around pull boxes when new concrete is placed. Conductors and Cable Section 9 -29.3 is supplemented with the following: Signal cable shall be sixteen (16) and five conductors as per plans. Each conductor shall be #14 stranded copper. Signal cable shall meet the specifications for stranded IMSA 19 -1- 1984 signal cable with color code per plans. Controller service wire shall be USE Stranded Copper AWG #8 and shall be black and white. (Colored tape the final six inches is acceptable). Colored tape must be applied in each junction box the circuit enters. Video camera coax.cable shall be Beldon 8281. Traffic Signal Standards Section 9- 29.6(1) is supplemented with the following: Z:UAMSPECS\98108.DEP.wpd 1 30 Traffic signal poles shall be round or octagonal tapered steel with round or octagonal tapered steel mast arms, as per the drawing. The poles and arms shall be of sufficient design in size and material to be guaranteed by the manufacturer to perform acceptable with the conditions set forth herein. The installation shall be designed to withstand AASHTO 90 mph wind velocity, and use 50,000 psi minimum -yield steel. Stress calculations shall be based on 40,000 psi yield steel. The poles and arms will be hot - dipped galvanized over their entire length to ASTM Designation Al23. Anchor bolts shall be galvanized their entire length per ASTM Designation Al23 and their size determined by the pole manufacturer and provided with two washers and two nuts each. Anchor bolts shall meet ASTM A576 and have minimum yield strength of 55,000 psi. The base terminal compartment shall be of sufficient size to house a 24- position terminal strip with 5" x 7" hand hole opening, 18" above the base of the pole. A' " NC ground stud shall be located one (1) foot above the arm and shall be 3" x 5" with a removable cover and located 180° from signal arm attachment. All poles and arms shall have end caps and all bases shall have covers installed. Pole, anchor bolts, and signal mast arms will be designed to accommodate installation of signal mast arms with loadings shown on the attached drawing. Poles shall be designed to ultimate arm length of 40 feet. All hubs and openings in the pole will be the responsibility of the vendor to determine size, locations, and method of installation while maintaining the guaranteed structural integrity of the pole. The arm connection plate and arm connection bolt circle shall be uniform on all poles. The base plate and base plate bolt circle shall be uniform on all poles. All welding shall be done in accordance with the latest revision of AWS d1.1 and AASHTO 1.4.2. Particularly critical are AWS Sections 3.6, 3.13, 4.1, and 4.2. Fillet welds will be visually inspected to insure compliance to drawings and AWS d1.1 -3.6. Luminaires Section 9 -29.10 shall be revised to read as follows: Luminaires shall be 400 watt, 120 volt, high pressure sodium, cutoff type with photoelectric eye. The luminaire shall contain a removable power module ballast assembly. The luminaire optical assembly shall contain a charcoal filter. The mogul base socket shall be adjustable and set at MCIII. Luminaires shall be fused per Section 9.29.7. Electrical Splice Materials Section 9 -29.12 is supplemented with the following: Splicing of illumination wires in the pole bases is allowed. Illumination Circuit Splices Section 9- 29.12(1) is modified with the following: Illumination wires shall be spliced in the bases. The resin rigid mold splice is not allowed. Z:UAMSPECS\98108.DEP wpo 1 31 Traffic Actuated Controllers Section 9- 29.13(7) is supplemented with the following: All new controllers must be a Peek LMD 9200 controller unit that meets or exceeds NEMA TS1 standards or more recent TS2 versions standards. Controller Cabinet Section 9- 29.13(7)D is supplemented with the following: Each traffic - actuated NEMA controller shall be housed in a weatherproof cabinet conforming to the following requirements: 10. Construction shall be of 0.073 -inch minimum thickness Type 304 stainless steel, 0.125 -inch minimum thickness sheet aluminum, or cast aluminum. Cabinets inside and outside shall be bare unpainted aluminum. 11. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. A computer tray shall be mounted below • the controller shelf. All equipment shall set squarely on shelves and shall be removable without turning, tilting, or rotating or relocating one device to remove another. 12. The cabinet shall be of adequate size to property house the controller and all required appurtenances and auxiliary equipment in an upright position with a clearance of at least 3 inches from the vent fan and filter to allow for proper airflow. In no case shall more than 70 percent of the cabinet volume be used. There shall be at least a 2 -inch clearance between shelf- mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 13. The cabinet door shall have an air intake vent on the lower half of the main door, with a 12" x 16" x 1" removable throwaway filter, secured in place with a spring - loaded framework. 14. The cabinet door shall be provided with: a. A spring loaded construction core lock capable of accepting a Best CX series core installed by others. Formed cabinets shall have a three -point latch. b. A police panel door with a stainless steel hinge pin and a lock. One police key with shafts a minimum of 1 3/4" long shall be provided with each cabinet. c. Both main door and police panel door shall have one piece, closed cell, neoprene gaskets. d. A two- position door stop assembly. Z.UAMSPECS98108.DEP.wpd 132 Vehicular Signal Heads Section 9 -29.16 is supplemented with the following: Each signal head shall be adjustable, vertical type with the number and type of lights shown on the drawings. All signal heads shall be aluminum, with aluminum visors. All signal heads shall have aluminum louvered back plates. All 8 -inch and 12 -inch lenses shall be LED modules. Where specified on the drawings, a 12 -inch bimodal signal capable of alternatively displaying an green arrow and a yellow arrow shall be furnished. Vehicle Detector Section 9 -29.18 is replaced with the following: Video detection must be a minimum of the Peek VideoTrak -905 unit or pre- approved equivalent and be compatible with TS1 or TS2 type controllers. Wide Area Video Vehicle Detection System. The Wide Area Video Vehicle Detection System shall consist of two main components; the Video Tracking and Processing Unit, and the CCD Video Cameras. In addition to the main components, the system shall be supplied complete with camera mounting brackets, sunshields, factory-made coax/power cables, and a camera interface panel. The coax/power cable shall be long enough to reach from the camera to the splice point at the pole base. The Contractor shall supply the coax and power cables from the controller cabinet to the splice point at the pole base. The camera interface panel shall be factory- installed in the controller cabinet and shall provide power filtering and grounding for proper operation. The Video Tracking and Processing Unit shall have the following features: 1. The unit shall use an open architecture, 3U, VME platform to simplify future upgrades. 2. The unit shall provide true, full field -of -view, wide area tracking. 3. The unit shall contain a power module, an I/O module, a CPU module, and a video processing module capable of accommodating 1 -4 cameras. 4. The unit shall be able to process up to 128 zones of detection. 5. The unit shall offer up to 64 vehicle detection /incident detection ground -true outputs. 6. The unit shall have a built -in RS -485 port for TS2 communication interface. 7. The unit shall be set -up and interfaced via a Windows based software package. 8. The unit shall provide digital video via an RS -232 port. The CCD Cameras shall have the following features: 1. They shall be monochrome, medium resolution, CCD cameras. 2. They shall have a power zoom. 3. Their shall be incased in a NEMA 4R rated housing. 4. They shall have a military MS connector. Pedestrian Signal Section 9 -29.20 is supplemented with the following: Z:UAMSPECS\98108.DEP wad 133 Pedestrian signals shall be the LED type with the Hand/Person display symbols filled in. The LED display module shall fit into a 16° x 17° housing. The symbols shall be overlapping. The surface of the Tens shall have a textured surface to reduce glare. 8 -20.3 CONSTRUCTION REQUIREMENTS Conduit Section 8- 20.3(5).7 is replaced with the following: 7. The conduit shall be Schedule 40 PVC sized according to the drawings. A 10 -foot section of steel conduit entering the junction box is not required. The bends on the conduit entering pull boxes shall be galvanized steel, either a 45 or 90 degree elbow with a grounding end bushing. The elbow shall be connected to the PVC with an approved nonmetallic adaptor. Existing conduit shall be brush cleaned prior to use. All conduit ends shall be reamed to remove burrs and rough edges. Field cuts shall be square and true so that ends will fit securely in PC couplings. A 1/8 inch braided nylon rope, 450 pounds breaking strength, shall be installed in each conduit run with four (4) feet doubled back at each termination to keep conduits clean. Wiring Section 8- 20.3(11) is revised as follows: Epoxy splice kits shall not be used. PVC marking sleeves are not required. Field Tests Section 8- 20.3(11) is superseded by the following: Prior to scheduling a turn -on date, the Contractor shall conduct the following testing • procedure: All signal control equipment shall be tested at the City of Yakima Signal Shop • located at 2301 Fruitvale Boulevard, Yakima, Washington, prior to final delivery and installation at the project site. The tests shall check the operation of each individual component as well as the overall operation of the system. The Contractor shall designate a qualified representative for these tests. The City of Yakima Signal Shop testing process will consist of the following three separate stages: Stage 1 - Delivery and Assembly Stage 2 - Demonstration and Documentation Stage 3 - Operational Test Z.UAN\SPECS\98108.DEP.wpd 134 Stage 1 - Delivery and Assembly All components for the complete traffic control system, including the necessary test equipment, shall be assembled and ready for demonstration at the signal shop. The systems shall simulate the operations as installed in the field. Equipment and prerequisites necessary to complete this Stage shall include: a. Detection Simulator: The detection simulator shall provide at least one detector per phase and variable traffic volumes. An internal controller detector simulator is acceptable. b. Communications Network: Locations, specified for coordinating communications equipment and cable, shall be completely wired to provide an operational communications system between all local and master controllers. The Contractor shall provide all labor, equipment, and materials necessary to assemble all control equipment complete and ready for demonstration. Materials and equipment used for this Stage that are not required for field installation shall remain the property of the Contractor. The Contractor shall provide to the City a Setcon, Mitchell NT 12 controller tester with LMD MSD connector. Stage 2 - Demonstration and Documentation All documentation shall be furnished with the control equipment prior to the start of testing. If the City deems correction to any document is necessary, the Contractor shall submit this updated version prior to the final approval by the City Signal Shop. The documents to be supplied shall consist of or provide the following: A compete set of documents which shall include: 1. Serial number when applicable. 2. Written certification that equipment of the same make and model has been tested according to NEMA Environmental Standards and Test Procedures, and has met or exceeded these standards. The certificate shall include equipment model number and where, when, and by whom the tests were conducted. 3. Reproducible mylar wiring diagrams and two blue -tone prints for the controller and cabinet. The sheet size shall be 24" x 36 ". 4. Wiring diagrams for all auxiliary equipment furnished. One set per cabinet. 5. Complete operations and maintenance manuals. One set of operations and maintenance manuals per cabinet; at least four but no more than ten. 6. * * Complete operations and maintenance manuals for all auxiliary equipment. One set per cabinet. a. A description of the functions and the capabilities of individual components and of the overall control system. Z:\.IAMSPECSV8108.DEP.wPd 135 b. A presentation on how to operate the system. c. A complete and thorough demonstration to show that all components of the control system are in good condition and operating properly, and proof that the controller and cabinet are functioning correctly. d. Detailed instructions for installing and operating the controller including explanations on the use of all features of the controller. The demonstration shall include the following: a. Phasing per plans and all phase timing. b. Detection including any special detector functions. c. Conflict Monitor and Load Switches. d. Special coordination including communication equipment. The demonstration shall be performed by the Contractor in the presence of City personnel. Stage 3 - Operational Test All control and auxiliary equipment shall operate without failure for a minimum of ten consecutive days. If an isolated controller is specified, it shall operate as an isolated controller. if a coordinated system is specified, it shall operate as a total coordinated system with the master and all local controllers operating in all coordinated modes. Equipment failures shall be defined as set forth in NEMA Publication No. TS 1 -1976. Failure of Toad switches, detector amplifiers, and conflict monitors shall not result in rejection of the controller or cabinet. However, the Contractor shall stock, as replacements, approximately 30 percent more than the total for these three items. All excess material shall remain the property of the Contractor following completion of all tests. The supplier shall furnish to the City of Yakima any guarantee or warranty furnished as a normal trade practice in connection with any equipment supplied for this contract. Controller Equipment Training The Contractor shall provide a minimum of 8 hours training for City personnel. Qualified personnel, mutually agreed upon by the City of the Contractor, shall conduct the training. The Contractor shall notify the City Signal Shop 7 days in advance of the training session. All documentation (maintenance manuals, wiring diagrams, etc.) shall be made available for use in this training session. The training shall include, but not be limited to, the following: 1. Operations: (approximately 4 hours) a. Equipment Energization Procedures b. Utilization of Operator Controls Z.`JAMSPECS\98108.DEP.wpd 136 c. Input Procedures 2. Maintenance (approximately 4 hours) a. Hardware Maintenance b. System Trouble Shooting c. Detection of Abnormal Conditions d. Emergency Operating Procedures All participants are assumed to have a basic working knowledge of electronics. Training sessions shall emphasize hands -on training. Following final approval by the City of Yakima Signal Shop, all equipment shall be removed from the City Signal Shop and delivered to the project site. Prior to scheduling a turn -on date, the Contractor shall furnish and install four (4) "New Signal Ahead" signs on 4 x 4 wooden posts at locations designated by the City. The signs shall be covered until turn -on. Turn On Turn on to normal cycling operation shall be completed prior to 2:00 p.m., Monday through Thursday; however, turn -on will not be allowed on holidays or the day preceding a holiday. The Contractor shall propose a date and time for turn -on and notify the City a minimum of 5 working days in advance of that date. Traffic signal turn -on procedures shall not commence until: 1. All required channelization - crosswalks, stop bars, pavement marking, et al - have been installed; and, 2. All required signs have been installed. Field Test 4, as specified in Section 8- 20.3(11), shall be performed in the presence of a City of Yakima representative from the Signal Shop. Field Test 4 shall proceed as follows: 1. Turn on the signal system to flash mode to verify proper flash indication; 2. Stop all traffic from entering the intersection; and, 3. Allow the signal system to cycle through not less than one full signal cycle to verify proper signal operation. Based on the outcome of Field Test 4, the City will direct the Contractor to take one of the • following actions: 1. Turn on the signal system to normal cycling operation; Z'UANSPECS98108.DEP wod 1 37 2. Set the signal system to flash mode for a period not exceeding five (5) calendar days; or, 3. Turn off power to the signal system and cover all signal displays with black opaque material. If Action 3 is taken, the Contractor shall schedule a new turn -on date following the procedures given herein. Following turn =on, all conflicting signs shall be removed as directed by the City. 8 -20.5 PAYMENT Section 8 -20.5 is supplemented with: The lump sum contract price for the bid items listed below shall be full pay for all costs involved in furnishing all labor, materials, tools, and equipment necessary or incidental to the construction and installation of the complete and operable traffic signal system. Payment will be at the lump sum contract price for: "Traffic Signal Display and Detection System" The unit price bid for "Remove Existing Street Light," per each, shall be full compensation for all labor, tools, equipment, and materials necessary to remove an existing street light as shown on the Drawings, including excavation, removal and disposal of existing concrete foundation, conduit, conductor, removal of existing light pole, arm, luminaire and delivery to the City of Yakima Signal Shop, backfill of the light base area, compaction, and re- connection to relocated pulibox. The unit price bid for "Controller Equipment Training," per lump sum, shall be full compensation for all labor, tools, equipment, and materials necessary to conduct the training session as described herein. 8 -30 REPAIR OR REPLACEMENT (NEW SECTION) 8 -30.1 DESCRIPTION The work covered by this Section shall consist of repair or replacement of miscellaneous items such as sod for lawn, rockeries, private irrigation systems, shrubs, or other features within or adjacent to the project area, as designated and directed by the City. 8 -30.4 MEASUREMENT No specific unit of measurement shall apply to this item of work. For the purpose of providing a common proposal for all binders, the City has estimated the Force Account amount for "Repair and Replacement" and has entered the amount for the pay item in the proposal form to become a part of the total bid price by the Contractor. The Contractor is advised that this bid item may or may not be utilized in this project. Z:UAMSPECS\98108.DEP.wptl 1 38 8 -30.5 PAYMENT "Repair or Replacement," by force account, as provided in Section 1 -09.6. STANDARD PLANS October 2, 2001 The State of Washington Standard Plans for Road, Bridge and Municipal Construction [M21 -01 (English)jtransmitted under Publications Transmittal No. 00 -062, effective October 2, 2000, is made a part of this contract. The Standard Plans are revised as follows: A -2 Sheet 1 In the LONGITUDINAL SECTION, the note "Crushed surfacing top course 0.2" MIN compacted depth" is revised to read: "Crushed surfacing top course 0.2' MIN compacted depth ". Bar list, transverse bottom Mark 6 bars, the quantity "19" is revised to "23 ". B -3 In Section A -A, "Pipe support 3" x 0.75" aluminum" is revised to "Pipe support 3" x .075" aluminum ". Note 3 is revised as follows: Line 2, 0.60" is revised to 0.060" Line 3, 0.64" is revised to 0.064" Line 4, 0.60" is revised to 0.060" B -11 In detail Thermoplastic Pipe, the statement "Bedding material for thermoplastic pipe" is revised to read "Gravel Backfill for Pipe Zone Bedding ". D-la Sheet 1 The chart "FOOTING REINFORCEMENT /STEM REINFORCEMENT ", note " *", the quantity of Class 4000 concrete for Barrier Alternate 2 is revised from "1.123 CY" to "0.123 CY ". F -2b Sheet 2 In the detail for shoulder paving with guardrail posts, the shoulder paving shall extend only to the inside face of the guardrail post. F -3 Sheet 2 In note 9 concrete Class 3000 is revised to concrete Class 4000. G -2 Sheet 1 In the Sign Bridge Layout, the reference to 1' 3" is deleted. G -3 In the Typical Truss Details, 1/4" welds are revised to 3/16" welds. Z:UAMSPECS\98108.DEP.wpd 139 . G-6 Maintenance Walkway For Sign Bridges, sheets 1-3 are deleted. H-1 In the chart "Guide Post Types", Type G reflective sheeting 3"x 3/8"isrevised to 3" x 8". '' - H-4 Sheet 1 Plan Sheet H-4 Sheet 1 is deleted and replaced with Plan Sheet H-4 Sheet 1 published in Metric ` Standard Plans transmittal No. 00-061. J-7a Sheet 2 of 2 |n the Flashing Beacon Detail, "/2OO amber |ens\"iG revised 1o"(8" amber |eDs)". K-1 through K-18 These plans shall not be used on projects admiOisteredbyVVSDOT. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans not having this date shall not be used in this contract. A-1 10/08/99 B'13 12/04/98 C-2d 5/22/98 A-2 12/23/88 B-1 8 5/09/97 C}-2e 3/07/97 A-3 . . .. ... ..5/O9/97 B-18a 5/09/97 C-2f 3/14K97 A-4 3/07/97 B'18b 7/18/97 C-2g 3/28/87 B'19 5/30/97 [|-2h 3/28/97 B'1 3/07/97 B'20d 7/18/97 C-2i 3/28/97 B'1a 3/07/97 B-21 7/18/97 [}-2j 6/12/98 B'1b 3/07/97 B-21a 8/10/98 C-2k 3/14/97 B-1e 3/07/97 B-22 5/09/97 C-2m 3/14/97 B'1z 5/30/97 B-22a EV01/97 C-2n 3/14/97 B-2 5/09/97 B-23a 5/09/97 C-2p 3/28/97 B-2a 5/09/97 B-23b 5/09/97 C-3 8/10/98 E5-2b 4/18/97 B-23c 5/09/97 C-3a 3/14/97 B-2c 7/25/97 B-23d 5/08/97 C-3b 8/14/97 B-3 5/09/97 B-25 5/09/97 C-3c 3/28/97 B-3a 5/09/97 B-26 7/18/97 C-4a 3/14/97 B-4b 5/09/97 B-27 8/01/87 C-4b 6/23/00 B-4c 5/08/97 B-28 10/06/99 C-4e 3/17/00 B-4f 5/09V97 B-29 4/24/98 0-5 .........3/14/97 B-4g 7/18/97 B-30 8/10/98 [|-6 5/30/97 B-4h 6/09/97 C-6a 3/14/97 B-7 5/09/97 C'1 7/31/98 C-6c 1/08/00 B-7a 3/07/97 0-1a 7/31/98 C-6d 5/30V97 B-8 5/09K97 C'1b#1 3/17/00 C-6f 7/25/97 B-8a 7/25/97 C-1b#2 3/17/00 C-7 8V10/87 B-9 5/09/97 � C-1c 5/30/97 C-7a 8/01/97 B-0@ 5/09/97 ' ' C-1d 3/14/97 C-8 8/10/98 B-9b 5/0EK97 C-2 1/06/00 C-8a 7/25/97 B-9c 7/18/97 C-2a 7/17/98 C-8b 7/17/98 B-9d 7/18/97 C-2b 6/12/08 C-8c 5/30/97 B-11 5/09/87 C-2c 1/00/99 C-8d 7/25/97 z.u^wSpsome8108 osp wp* 140 C -8e 4/02/99 D -6 6/19/98 H -5d 4/14/00 C -9a 3/14/97 D -7 10/06/99 H -6 1/06/00 C -10 #1 7/21/98 D -7a 10/06/99 H -7 8/10/98 C -10 #2 7/31/98 D -9 #1 12/11/98 H8 9/18/98 C -11 5/30/97 D -9 #2 12/11/98 H -9 4/18/97 C -11 a 2/19/99 H -10 5/29/98 C -11 b #1 2/19/99 E -1 7/25/97 H -12 6/23/00 C -11 b #2 8/01/97 E -2 5/29/98 H -13 7/25/97 C -12 1/06/00 E -5 5/29/98 H -13a 7/25/97 C -13 #1 = 4/16/99 H -14 #1 4/23/99 C -13 #2 4/16/99 F -1 7/18/97 H -14 #2 4/23/99 C -13a 4/16/99 F -2 8/27/99 C -13b 4/16/99 F -2a 5/30/97 1 -1 7/18/97 F -2b 3/14/97 1 -2 4/23/99 D -1 a #1 10/06/99 F -3 2/09/00 1 -3 8/20/99 D -1 a #2 10/06/99 D -1 b #1 10/06/99 G -2 7/02/98 J -1 b 10/08/99 D -1 b #2 10/06/99 G -2a 7/02/98 J -1 c 4/24/98 D -1 c #1 10/06/99 G -3 7/02/98 J-le 8/01/97 D -1 c #2 10/06/99 G -3a 7/02/98 J -1 f 6/23/00 D -1d #1 10/06/99 G -4a 4/02/99 J -3 8/01/97 D -1 d #2 10/06/99 G -4b 8/12/94 J -3b 4/24/98 D -1 e #1 10/06/99 G -6 #1 4/28/00 J -3c 6/19/98 D -1 e #2 10/06/99 G -6 #2 4/28/00 J -3d 4/02/99 D -1 f #1 10/06/99 G -6 #3 4/28/00 J -5 8/01/97 D -1 f #2 10/06/99 G -7 7/18/97 J -6c 4/24/98 D -2a 3/14/97 G -8a 10/06/99 J -6f 4/24/98 D -2b 3/14/97 G -8b #1 5/05/00 J -6g 8/01/97 D -2c 3/14/97 G -8b #2 5/05/00 J -6h 4/24/98 D -2d 3/14/97 G -8b #3 5/05/00 J -7a 6/23/00 D -2e 3/14/97 G -9a #1 4/02/99 J -7c 6/19/98 D -2f 3/14/97 G -9a #2 4/02/99 J -7d 4/24/98 D -2g 3/14/97 G -9b #1 4/02/99 J -8a 8/01/97 D -2h 3/14/97 G -9b #2 4/02/99 J -9a 4/24/98 D -2i 3/14/97 G -9b #3 4/02/99 J -10 7/18/97 D -2j 3/14/97 J -11 a 4/02/99 D -2k 3/14/97 H -1 7/18/97 D -21 3/14/97 H -1 a 4/14/00 K -1 3/07/97 D -2m 3/14/97 H-lb 5/05/00 K -2 3/07/97 D -2n 3/14/97 H-lc 8/01/97 K -3 3/07/97 D -2o 3/14/97 H -1 d 7/18/97 K -5 3/07/97 D -2p 3/14/97 H -1 e 4/14/00 K -7 3/07/97 D -2q 3/14/97 H -2 8/01/97 K -8 3/07/97 D -2r 3/14/97 H -3 4/14/00 K -10 3/07/97 D -2s 3/14/97 H -3a 6/23/00 K -11 3/07/97 D -2t 3/14/97 H -4 #1 2/18/00 K -13 3/07/97 D -2u 3/07/97 H -4 #2 2/18/00 K -16 3/07/97 D -2v 3/07/97 :' H -4 #3 2/18/00 K -17 3/07/97 D -2w 3/07/97 H -5 2/18/00 K -18 3/07/97 D -2x 3/07/97 H -5a 2/18/00 D -2y 9/12/97 H -5b 2/18/00 L -1 7/18/97 D -4 12/11 /98 H -5c 8/01/97 L -2 7/18/97 Z:■AMSPECS\98108.DEP.wpd 141 L -3 7/18/97 L -5 7/31/98 L -5a 7/31/98 L -6 7/25/97 Z:UAMSPECS\98108.DEP wpd 1 42 FHWA -1273 Electronic Version - March 10. 1994 (DOT 10,'97' REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS • Page DOL, or the contractors employees or their representatives. I. General 1 6. Selection of Labor: Dunng the performance of this II. Nondiscrimination 1 contract, the contractor shall not: . III. Nonsegregated Facilities 3 a. discriminate against labor from any other State, IV. Payment of Predetermined Minimum Wage 3 possession, or territory of the United States (except for employment V. Statements and Payrolls 6 preference for Appalachian contracts, when applicable, as VI. Record of Matenals, Supplies, and Labor 6 specified in Attachment A), or VII. Subletting or Assigning the Contract 7 b. employ convict labor for any purpose within the VIII. Safety: Accident Prevention 7 limits of the project unless It is labor performed by convicts who IX False Statements Conceming Highway Projects 7 are on parole, supervised release, or probation. X. Implementation of Clean Air Act and Feaeral Water Pollution Control Act 8 11. NONDISCRIMINATION XI. Certification Regarding Debarment, Suspension, (Applicable to all Federal -aid construction contracts and to all Ineligibility, and Voluntary Exclusion 8 related subcontracts of $10,000 or more.) XII. Certification Regarding Use of Contract Funds for Lobbying g 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take ATTACHMENTS affirmative action to assure equal opportunity as set forth under laws, executive orders, rules. regulations (28 CFR 35, 29 CFR A. Employment Preference for Appalachian Contracts (included 1630 and 41 CFR 60) and orders of the Secretary of Labor as In Appalachian contracts only) modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative I GENERAL action standards for the contractors project activities under this contract. The Equal Opportunity Construction Contract 1. These contract provisions shall apply to all work Specifications set forth under 41 CFR 60-4.3 and the provisions of performed on the contract by the contractors own organization the American Disabilities Act of 1990 (42 U.S.C. 12101 gt seq.) set and with the assistance of workers under the contractor's forth under 28 CFR 35 and 29 CFR 1630 are incorporated by immediate superintendence and to all work performed on the reference In this contract. In the execution of this contract, the contract by piecework, station work, or by subcontract. contractor agrees to comply with the following minimum specific requirement activities of EEO: 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations a. The contractor will work with the State highway contained in these Required Contract Provisions, and further require agency (SHA) and the Federal Government In carrying out their inclusion in any lower tier subcontract or purchase order that EEO obligations and in their review of his/her activities under may in tum be made. The Required Contract provisions shall not be the contract. incorporated by reference in any case. The pnme contractor shall be responsible for compliance by any subcontractor or lower tier b. The contractor will accept as his operating policy subcontractor with these Required Contract Provisions. the following statement: 3. A breach of any of the stipulations contained in these "It is the policy of this Company to assure that Required Contract Provisions shall be sufficient grounds for applicants are empooyeo, and that employees are termination of the contract. treated dunng employment, without regard to their race, religion, sex, color, national ongin, age or disability. 4. A breach of the following clauses of the Required Such action shall Include: employment, upgrading, Contract Provisions may also be grounds for deoarment as demotion, or transfer; recruitment or recruitment • provided in 29 CFR 5.12: advertising; layoff or termination: rates of pay or other forms of compensation; and selection for training, Section I, paragraph 2; Including apprenticeship, preapprenticeship, and/or Section IV, paragraphs 1, 2, 3, 4, and 7; on -the -job training." Section V, paragraphs 1 and 2a through 29. 2. EEO Officer: The contractor Will designate and make 5. Disputes arising out of the labor standards provisions of known to the SHA contracting officers an EEO Officer who WIII Section IV (except paragraph 5) and Section V of these Required have the responsibility for and must be capable of effectively Contract Provisions shall not be subject to the general disputes administenng and promoting an active contractor program of EEO clause of this contract. Such disputes shall be resolved in and who must be assigned adequate authonty and responsibility accordance with the proceoures of the U.S. Department of Labor to do so. (DOL) as set forth In 29 CFR 5, 6, and 7. Disputes within the 3 Dissemination of Policy: All members of the meaning of this clause include disputes between the contractor y: (or any of Its subcontractors) and the contracting agency, the contractor's staff who are authorized to hire, supervise, promote, and discharge charge employees, or who recommend such action, Page 1 143 or who are substantially involved In such action. will be made fully without regard to race, color, religion. sex. national ongin, age or . cognizant of, and will implement, the contractors EEO policy and disability. The following procedures shall be followed: contractual responsibilities to provide EEO In each grade and classification of employment. To ensure that the above agreement a. The contractor will conduct periodic inspections of will be met, the following actions will be taken as a minimum: project sites to insure that working and employee facilities do not indicate discriminatory treatment of project a. Periodic meetings of supervisory and personnel site personnel. office employees will be conducted before the start of work and then not less often than once every six months, at which b. The contractor will penodically evaluate the spread time the contractor's EEO policy and its implementation will be of wages paid within each classification to determine any reviewed and explained. The meetings will be conducted by evidence of discriminatory wage practices. the EEO Officer. c. The contractor will periodically review selected b. All new supervisory or personnel office employees personnel actions in depth to determine whether there is will be given a thorough indoctrination by the EEO Officer, evidence of discrimination. Where evidence is found. the covenng all major aspects of the contractors EEO obligations contractor will promptly take corrective action. If the review within thirty days following their reporting for duty with the indicates that the discrimination may extend beyond the actions contractor. reviewed, such corrective action shall include all affected persons. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the d. The contractor will promptly investigate all contractors procedures for locating and hiring minority group complaints of alleged discnmination made to the contractor i.n employees. connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective d. Notices and posters setting forth the contractors action within a reasonable time. If the investigation indicates EEO policy will be placed in areas readily accessible to that the discrimination may affect persons other than the employees, applicants for employment and potential complainant, such corrective action shall include such other • employees. persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of 6. Training and Promotion: employees by means of meetings, employee handbooks, or other appropnate means. a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women 4. Recruitment: When advertising for employees, the employees, and applicants for employment. contractor will include in all advertisements for employees the notation: An Equal Opportunity Employer." All such advertisements b. Consistent with the contractor's work force will be placed in publications having a large circulation among requirements and as permissible under Federal and State minority groups in the area from which the project work force regulations, the contractor shall make full use of training would normally be derived. programs, i.e., apprenticeship, and on- the -job training programs for the geographical area of contract performance. a. The contractor will, unless precluded by a valid Where feasible, 25 percent of apprentices or trainees in each . bargaining agreement, conduct systematic and direct occupation shall be in their first year of apprenticeship or recruitment through public and private employee referral training. In the event a special provision for training is provided sources likely to yield qualified minority group applicants. To under this contract, this subparagraph will be superseded as meet this requirement, the contractor will identify sources of indicated in the special provision. potential minority group employees, and establish with such identified sources procedures whereby minority group 7. Unions: If the contractor relies in whole or in part upon • applicants may be referred to the contractor for employment unions as a source of employees, the contractor will use his/her consideration. best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, b. In the event the contractor has a valid bargaining and to effect referrals by such unions of minority and female • agreement providing for exclusive hiring hall referrals, he is employees. Actions by the contractor either directly or through a expected to observe the provisions of that agreement to the contractor's association acting as agent will include the procedures extent that the system permits the contractors compliance set forth below: . with EEO contract provisions. (The DOL has held that where . implementation of such agreements have the effect of a. The contractor will use best efforts to develop, in . . discnminating against minorities or women, or obligates the cooperation with the unions, joint training programs aimed contractor to do the same, such implementation violates toward qualifying more minority group members and women Executive Order 11246, as amended.) for membership in the unions and increasing the skills of • mmonty group employees and women so that they may qualify c. The contractor will epcourage his present for higher paying employment. employees to refer minority group abplicants for employment. Information and procedures with regard to referring minonty b. The contractor will use best efforts to incorporate group applicants will be discussed with employees. an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without 5. Personnel Actions: Wages, working conditions, and regard to their race, color, religion, sex, national origin, ago or employee benefits shall be established and administered, and • disability. personnel actions of every type, including hiring, Upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken c. The contractor is to obtain information as to the Page 2 144 - referral practices and policies of the labor union except that meaningful minority and female representation among their to the extent such information is within the exclusive employees. possession of the labor union and such labor union refuses to fumish such information to the contractor, the contractor b. The contractors will submit an annual report to the SHA shall so certify to the SHA and shall set forth what efforts each July for the duration of the project, indicating the number of have been made to obtain such information. minority, women, and non - minority group emp oyMS currently engaged in each work classification required by the contract work. d. In the event the union is unable to provide the This information is to be reported on Form FHWA -1391. If on -the contractor with a reasonable flow of minority and women job training is being required by special provision, the contractor referrals within the time limit set forth in the collective bargaining will be required to collect and report training data. agreement, the contractor will, through independent . recruitment efforts, fill the employment vacancies without 111. NONSEGREGATED FACILITIES regard to race, color, religion, sex, national ongin, age or ' disability; making full efforts to obtain qualified and/or qualifiable (Applicable to all Federal -aid construction contracts and to at minority group persons and women. (The DOL has held that it related subcontracts of 510,000 or more.) shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive a. By submission of this bid, the execution of this contract referral failed to refer minority employees.) In the event the or subcontract, or the consummation of this material supply union referral practice prevents the contractor from meeting agreement or purchase order, as appropnate, the bidder, Federal - the obligations pursuant to Executive Order 11246, as aid construction contractor, subcontractor, material supplier, or amended. and these special provisions, such contractor shall vendor, as appropriate, certifies that the firm does not maintain or immediately notify the SHA. provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to 8. Selection of Subcontractors, Procurement of perform their services at any location, under its control, where Materials and Leasing of Equipment: The contractor shall not segregated facilities are maintained. The firm agrees that a breach discriminate on the grounds of race, color, religion, sex. national of this certification is a violation of the EEO provisions of this origin, age or disability in the selection and retention of contract. The firm further certifies that no employee will be subcontractors, including procurement of matenals and leases of denied access to adequate facilities on the basis of sex or disability. equipment. • b. As used in this certification, the term "segregated facilities" a. The contractor shall notify all potential means any waiting rooms. work areas. restrooms and washrooms, subcontractors and suppliers of his/her EEO obligations under restaurants and other eating areas, timedocks, locker rooms. and this contract. other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing b. Disadvantaged business enterprises (DBE), as facilities provided for employees which are segregated by explicit defined in 49 CFR 23. shall have equal opportunity to compete directive, or are, in fact, segregated on the basis of race, color, for and perform subcontracts which the contractor enters religion, national origin, age or disability, because of habit, local into oursuant to this contract. The contractor will use his best custom, or otherwise. The only exception will be for the disabled efforts to solicit bids from and to utilize DBE subcontractors when the demands for accessibility override (e.g. disabled parking). or subcontractors with meaningful minonty group and female representation among their employees. Contractors shall c. The contractor agrees that it has obtained or will obtain identical obtain lists of DBE construction firms from SHA personnel. certification from proposed subcontractors or material suppliers pnor to award of subcontracts or consummation of matenal supply c. The contractor will use his best efforts to ensure agreements of S10.000 or more and that it will retain such subcontractor compliance with their EEO obligations. certifications in its files. 9. Records and Reports: The contractor shall keep such IV. PAYMENT OF PREDETERMINED MINIMUM WAGE records as necessary to document compliance with the EEO requirements. Such records shall be retained for a penod of three (Applicable to all Federal -aid construction contracts exceeding years following completion of the contract work and shall be 52,000 and to all related subcontracts. except for projects located available at reasonable times and places for inspection by on roadways classified as local roads or rural minor collectors, authorized representatives of the SHA and the FHWA. which are exempt.) a. The records kept by the contractor shall document the 1. General: following: a. All mechanics and laborers employed or working upon (1) The number of minority and non - minority group the site of the work will be paid unconditionally and not less often members and women employed in each work classification than once a week and without subsequent deduction or rebate on on the project; any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the (2) The progress and efforts being made in cooperation Copeland Act (40 U.S.C. 276c)] the full amounts of wages and with unions, when applicable, to increase employment bona fide fringe benefits (or cash equivalents thereof) due at time opportunities for minorities and wbMnen; of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary (3) The progress and efforts being made in locating, of Labor (hereinafter "the wage determination ") which is attached hiring, training, qualifying, and upgrading minonty and female hereto and made a part hereof, regardless of any contractual employees: and relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage (4) The progress and efforts being made in securing determination (including any additional classifications and wage the services of DBE subcontractors or subcontractors with 145 Page 3 rates confomted under paragraph 2 of this Section IV and the DOL d. In the event the contractor or subcontractors, as poster (Wt-1 -1321) or Form FHWA -1495) shall be posted at all times appropriate. the laborers or mechanics to be employed in the by the contractor and its subcontractors at the site of the work in additional classificabon or their representatives, and the a prominent and accessible place where it can be easily seen by contracting officer do not agree on the proposed classification • the workers. For the purpose of this Section, contributions made and wage rate (including the amount designated for tnnge • or costs reasonably anticipated for bona fide fringe benefits under benefits, where appropriate), the contracting officer shall Section 1 (b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf refer the questions, including the views of all interested parties of laborers or mechanics are considered wages paid to such and the recommendation of the contracting officer, to the laborers or mechanics, subject to the provisions of Section IV, Wage and Hour Administrator for determination. Said paragraph 3b, hereof. Also, for the purpose of this Section, regular Administrator, or an authorized representative, will issue a contributions madeor costs incurred for more than a weekly period determination within 30 days of receipt and so advise the (but not less often than quarterly) under plans, funds, or programs, contracting officer or will notify the contracting officer within which cover the particular weekly period, are deemed to be the 30-day period that additional time is necessary. constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate e. The wage rate (including fringe benefits where and fringe benefits on the wage determination for the classification appropriate) determined pursuant to paragraph 2c or 2d of of work actually performed, without regard to skill, except as this Section IV shall be paid to all workers performing work in provided in paragraphs 4 and 5 of this Section IV. the additional classification from the first day on which work is performed in the classification. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for 3. Payment of Fringe Benefits: each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time a. Whenever the minimum wage rate prescribed in spent in each classification in which work is performed. the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the c. All rulings and interpretations of the Davis -Bacon Act contractor or subcontractors, as appropnate, shall either pay and related acts contained in 29 CFR 1, 3, and 5 are herein the benefit as stated in the wage determination or shall pay . incorporated by reference in this contract. another bona fide fringe benefit or an hourly case equivalent thereof. 2. Classification: b. If the contractor or subcontractor, as appropriate, a. The SHA contracting officer shall require that any does not make payments to a trustee or other third person, class of laborers or mechanics employed under the contract, he/she may consider as a part of the wages of any laborer or which is not listed in the wage determination, shall be classified mechanic the amount of any costs reasonably anticipated in in conformance with the wage determination. providing bona fide fringe benefits under a plan or program, • provided, that the Secretary of Labor has found, upon the b. The contracting officer shall approve an additional written request of the contractor, that the applicable standards classification. wage rate and fringe benefits only when the of the Davis -bacon Act have been met. The Secretary of following cntena have been met: Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan (1) the work to be performed by the additional or program. classification requested is not performed by a classification in the wage determination; 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: (2) the additional classification is utilized in the area by the construction industry; a. Apprentices: (3) the proposed wage rate, including any bona (1) Apprentices will be permitted to work at less fide fringe benefits, bears a reasonable relationship to the than the predetermined rate for the work they performed wage rates contained in the wage determination: and when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered (4) with respect to helpers, when such a with the DOL, Employment and Training Administration, Bureau classification prevails in the area in which the work is of Apprenticeship and Training, or with a State apprenticeship performed. agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an c. If the contractor or subcontractors, as appropriate, apprentice in such an apprenticeship program, who is not the laborers and me panic -s (it known) to be employed in the individually registered in the program, but who has been additional classification or their representatives, and the certified by the Bureau of Apprenticeship and Training or a contracting officer agree on the classification and wage rate State apprenticeship agency (where appropriate) to be eligible (including the amount designated for fringe benefits where for probationary employment as an apprentice. appropnate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and (2) The allowable ratio of apprentices to Hour Division, Employment StaAdards Administration, journeyman -level employees on the job site in any craft Washington, D.C. 20210. The Wage and Hour Administrator, classification shall not be greater than the ratio permitted to or an authorized representative, will approve, modify, or the contractor as to the entire work force under the registered disapprove every additional classification action within 30 program. Any employee listed on a payroll at an apprentice days of receipt and so advise the contracting officer or will wage rate, who is not registered or otherwise employed as notify the contracting officer within the 30-day period that stated above, shall be paid not less than the applicable wage additional time is necessary. rate listed in the wage determination for the classification of work actually performed. In addition, any apprentice performing Page 4 146 work on the job site in excess of the ratio permitted under the Administration withdraws approval of a training program. the registered program shall be paid not less than the applicable contractor or subcontractor will no longer be permitted to wage rate on the wage determination for the work actually utilize trainees at less than the applicable predetermined rate perforated. Where a contractor or subcontractor is performing for the work performed until an acceptable program is construction on a project on a locality other than that in which approved. its program is registered, the ratios and wage rates (expressed in percentages of the joumeyman -level hourly rate) specified c Helpers: in the contractor's or subcontractor's registered program shall be observed. Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable (3) Every apprentice must be paid at not Tess than wage determination or is approved pursuant to the the rate specified in the registered program for the apprentice's conformance procedure set forth in Section IV.2. Any worker level of progress, expressed as a percentage of the listed on a payroll at a helper wage rate, who is not a helper joumeyman -level hourly rate specified in the applicable wage under a approved definition, shall be paid not less than the determination. Apprentices shall be paid fringe benefits in applicable wage rate on the wage determination for the accordance with the provisions of the apprenticeship program. classification of work actually performed. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits 5. Apprentices and Trainees (Programs of the U.S. listed on the wage determination for the applicable DOT): classification. If the Administrator the Wage and Hour Division determines that a different practice prevails for the applicable Apprentices and trainees working under apprenticeship and apprentice classification, fringes shall be paid in accordance skill training programs which have been certified by the Secretary with that determination. of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements (4) In the event the Bureau of Apprenticeship and of paragraph 4 of this Section IV. The straight time hourly wage Training, or a State apprenticeship agency recognized by the rates for apprentices and trainees under such programs will be Bureau, withdraws approval of an apprenticeship program, established by the particular programs. The ratio of apprentices the contractor or subcontractor will no longer be permitted to and trainees to joumeymen shall not be greater than permitted by utilize apprentices at less than the applicable predetermined the terms of the particular program. rate for the comparable work performed by regular employees 6. Withholding: until an acceptable program is approved. • b. Trainees: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be (1) Except as provided in 29 CFR 5.16, trainees will withheld, from the contractor or subcontractor under this contract not be permitted to work at less than the predetermined rate or any other Federal contract with the same pnme contractor, or for the work performed unless they are employed pursuant any other Federally - assisted contract subject to Davis -Bacon to and individually registered in a program which has received prevailing wage requirements which is held by the same prime pnor approval, evidenced by formal certification by the DOL. contractor. as much of the accrued payments or advances as may Employment and Training Administration. be considered necessary to pay laborers and mechanics, including apprentices, trainees. and helpers, employed by the contractor or (2) The ratio of trainees to journeyman -level any subcontractor the full amount of wages required by the employees on the job site shall not be greater than permitted contract. In the event of failure to pay any laborer or mechanic, under the plan approved oy the Employment and Training including any apprentice, trainee, or helper, employed or working Administration. Any helper listed on the payroll at a trainee on the site of the work, all or part of the wages required by the rate who is not registered and participating in a training plan contract. the SHA contracting officer may, after written notice to approved by the Employment and Training Administration shall the contractor, take such action as may be necessary to cause the be paid not less than the applicable wage rate on the wage suspension of any further payment, advance, or guarantee of determination for the classification of work actually perforrned. funds until such violations have ceased. In addition. any trainee performing work on the job site in excess of the ratio permitted under the registered program 7. Overtime Requirements: shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of (3) Every trainee must be paid at not less than the laborers, mechanics, watchmen. or guards (including apprentices, rate specified in the approved program for his/her level of trainees, and helpers described in paragraphs 4 and 5 above) progress, expressed as a percentage of the joumeyman- shall reauire or permit any laborer. mechanic, watchman, or guard level hourly rate specified in the applicable wage determination. in any workweek in which he /she is employed on such work, to Trainees shall be paid fnnge benefits in accordance with the work in excess of 40 hours in such workweek unless such laborer, provisions of the trainee program. If the trainee program mechanic. watchman, or guard receives compensation at a rate does not mention fringe benefits, trainees shall be paid the full not less than one - and - one -half times his/her basic rate of pay for amount of fringe benefits listed on the wage determination all hours worked in excess of 40 hours in such workweek. unless the Administrator of the 'Wage and Hour Division determines that there is an apprenticeship program associated 8. Violation: with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe Liability for Unpaid Wages: Liquidated Damages: In the event benefits for apprentices. in which case such trainees shall of any violation of the clause set forth in paragraph 7 above, the receive the same fringe benefits as apprentices. contractor and any subcontractor responsible thereof shall be liable to the affected employee tor his/her unpaid wages. In addition, . (4) In the event the Employment and Training 147 Page 5 such contractor and subcontractor shall be liable to the United approved programs shall maintain written evidence of the States (in the case of work done under contract for the District of registration of apprentices and trainees, and ratios and wage Columbia or a territory, to such District or to such territory) for rates prescribed in the applicable programs. liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or c. Each contractor and subcontractor ste!l banish, each • guard employed in violation of the dause set forth in paragraph 7, week in which any contract work is performed. tD the SHA in the sum of $10 for each calendar day on which such employee resident engineer a payroll of wages paid each of its employees was required or permitted to work in excess of the standard work (including apprentices, trainees, and helpers, described in week of 40 hours without payment of the overtime wages required Section IV, paragraphs 4 and 5, and watchmen and guards by the clause set forth in paragraph 7. engaged on work during the preceding weekly payroll penod). The payroll submitted shall set out accurately and completely all 9. Withholding for Unpaid Wages and Liquidated . of the information required to be maintained under paragraph Damages: 2b of this Section V. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose The SHA shall upon its own action or upon written request of and may be purchased from the Superintendent of Documents any authorized representative of the DOL withhold, or cause to be (Federal stock number 029 - 005-0014 -I 1, U.S. Government withheld, from any monies payable on account of work performed Printing Office, Washington, D.C. 20402. The prime contractor by the contractor or subcontractor under any such contract or is responsible for the submission of copies of payrolls by all any other Federal contract with the same pnme contractor. or any subcontractors. other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime d. Each payroll submitted shall be accompanied by a contractor, such sums as may be determined to be necessary to "Statement of Compliance," signed by the contractor or satisfy any liabilities of such contractor or subcontractor for unpaid subcontractor or his/her agent who pays or supervises the wages and liquidated damages as provided in the clause set forth payment of the persons employed under the contract and shall in paragraph 8 above. certify the following: V. STATEMENTS AND PAYROLLS (1) that the payroll for the payroll period contains the information required to be maintained under paragraph (Applicable to all Federal -aid construction contracts exceeding 2b of this Section V and that such information is correct $2,000 and to all related subcontracts. except for projects located and complete; on roadways classified as local roads or rural collectors, which are exempt.) (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract 1. Compliance with Copeland Regulations (29 CFR 3): during the payroll period has been paid the full weekly • wages eamed, without rebate, either directly or indirectly, The contractor shall comply with the Copeland Regulations of and that no deductions have been made either directly or the Secretary of Labor which are herein incorporated by reference. indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; 2. Payrolls and Payroll Records: (3) that each laborer or mechanic has been paid not a. Payrolls and basic records relating thereto shall be less that the applicable wage rate and fnnge benefits or maintained by the contractor and each subcontractor dunng cash equivalent for the classification of worked performed, the course of the work and preserved for a penod of 3 years as specified in the applicable wage determination from the date of completion of the contract for all laborers, incorporated into the contract. mechanics, apprentices. trainees, watchmen, helpers, and guards working at the site of the work. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH- b. The payroll records shall contain the name, social 347 shall satisfy the requirement for submission of the security number. and address of each such employee; his or "Statement of Compliance" required by paragraph 2d of this her correct classification; hourly rates of wages paid Section V. (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types f. The falsification of any of the above certifications described in Section 1 (b)(2)(B) of the Davis Bacon Act); may subject the contractor to civil or cnminal prosecution under daily and weekly number of hours worked; deductions made: 18 U.S.C. 1001 and 31 U.S.C. 231. and actual wages paid. In addition, for Appalachian contracts, • the payroll records shall contain a notation indicating whether g. The contractor or subcontractor shall make the the employee does. or does not. normally resjoe in the labor records required under paragraph 2b of this Section V available area as defined in Attachment A, paragraph 1. Whenever the for inspection, copying, or transcription by authorized Secretary of Labor, pursuant to Section IV, paragraph 3b, representatives of the SHA, the FHWA, or the DOL, and shall has found that the wages of any taborer or mechanic include permit such representatives to interview employees during the amount of any costs reasonably anticioated in providing working hours on the job. If the contractor or subcontractor benefits under a plan or program ;de - scribed in Section 1 fails to submit the required records or to make them available, (b)(2)(B) of the Davis Bacon Act, the contractor and each the SHA, the FHWA, the DOL. or all may, after written notice to subcontractor shall maintain records which show that the the contractor, sponsor, applicant, or owner, take such actions commitment to provide such benefits is enforceable, that the as may be necessary to cause the suspension of any further plan or program is financially responsible. that the plan or payment, advance, or guarantee of funds. Furthermore, failure program has been communicated in writing to the laborers or to submit the required records upon request or to make such mechanics affected, and show the cost anticipated or the records available maybe grounds for debarment action pursuant actual cost incurred in providing benefits. Contractors or to 29 CFR 5.12. subcontractors employing apprentices or trainees under Pages 148 • VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 4. No portion of the contract shall be sublet. assigned or otherwise disposed of except with the written consent of the SHA 1. On all Federal -aid contracts on the National Highway contracting officer, or authorized representative, and such consent System. except those which provide solely for the installation of when given shall not be construed to relieve the contractor of any protective devices at railroad grade crossings, those which are responsibility for the fulfillment of the contract. Written consent constructed on a force account or direct labor basis, highway will be given only after the SHA has assured that each Subcontract beautification contracts, and contracts for which the total final is evidenced in writing and that it contains all pertinent provisions construction cost for roadway and bridge is less than $1,000,000 and requirements of the prime contract. (23 CFR 635) the contractor shall: VIII. SAFETY: ACCIDENT PREVENTION a. Become familiar with the list of specific materials and supplies contained in Form FHWA -47, "Statement of 1. In the performance of this contract the contractor shall Materials and Labor Used by Contractor of Highway comply with all applicable Federal, State, and local laws governing Construction Involving Federal Funds," prior to the safety, health, and sanitation (23 CFR 635). The contractor shall commencement of work under this contract. provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA b. Maintain a record of the total cost of all materials contracting officer may determine. to be reasonably necessary to and supplies purchased for and incorporated in the work, protect the life and health of employees on the job and the safety and also of the quantities of those specific materials and of the public and to protect property in connection with the supplies listed on Form FHWA -47, and in the units shown on performance of the work covered by the contract. Form FHWA -47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA -47 together 2. It is a condition of this contract, and shall be made a with the data required in paragraph 1 b relative to materials condition of each subcontract, which the contractor enters into and supplies, a final labor summary of all contract work pursuant to this contract, that the contractor and any subcontractor indicating the total hours worked and the total amount earned. shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, 2. At the prime contractor's option, either a single report hazardous or dangerous to his/her health or safety, as determined covering all contract work or separate reports for the contractor under construction safety and health standards (29 CFR 1926) and for each suocontract shall be submitted. promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 VII. SUBLETTING OR ASSIGNING THE CONTRACT U.S.C. 333). 1. The contractor shall perform with its own organization 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract contract work amounting to not less than 30 percent (or a greater that the Secretary of Labor or authonzed representative thereof, percentage if specified elsewhere in the contract) of the total shall have nght of entry to any site of contract performance to original contract price. excluomg any specialty items designated inspect or investigate the matter of compliance with the construction by the State. Specialty items may be performed by subcontract safety and health standards and to carry out the duties of the and the amount of any such specialty items per - formed may be Secretary under Section 107 of the Contract Work Hours and deducted from the total original contract pnce before computing Safety Standards Act (40 U.S.C. 333). the amount of work required to be performed by the contractor's own organization (23 CFR 635). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS a. its own organization "shall be construed to include In order to assure high quality and durable construction in only workers employed and paid directly by the prime conformity with approved plans and specifications and a high contractor and equipment owned or rented by the prime degree of reliability on statements and representations made by contractor, with or without operators. Such term does not engineers, contractors, suppliers, and workers on Federal -aid include employees or equipment of a subcontractor, assignee, highway projects, it is essential that all persons concerned with or agent of the pnme contractor. the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or b. "Specialty Items" shall be construed to be limited to misrepresentation with respect to any facts related to the project work that requires highly specialized knowledge, abilities, or is a violation of Federal law. To prevent any misunderstanding equipment not ordinarily available in the type of contracting regaraing the seriousness of these and similar acts, the following organizations qualified and expected to bid on the contract as notice shall be posted on each Federal -aid highway project (23 a whole and in general are to be limited to minor components CFR 635) in one or more places where it is readily available to all of the overall contract. persons concerned with the project: 2. The contract amount upon which the requirements set NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL - AID forth in paragraph 1 of Section VII is computed includes the cost of HIGHWAY PROJECTS material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 18 U.S.C. 1020 reads as follows: 3. The contractor shall furnish (a) a competent 'Whoevei being an officer agent, or employee o he United superintendent or supervisor who is erfiployed by the firm, has full States or of any State or Temtory, or whoever, whetbera persan authonty to direct performance of the work in accordance with the association, firm, or corporation, knowing /y makes any false contract requirements, and is in charge of all construction statement, falserepresentabon, or fa /se report as to the character, operations (regardless of who performs the work) and (b) such qua /ity, quantity, or cost of the matena/ used or to be used,, or the other of its own organizational resources (supervision, quantity orqua/ ityof the work performed ortobe per/aimed arthe management, and engineering services) as the SHA contracting cast thereof in connection with the submission o / p/ans, maps, officer determines is necessary to assure the performance of the spec/ficatens contracts, or costs of construction on a lyh/ Tway contract. 149 Page 7 or related project submitted for approval to the Secretary of b. The inability of a person to provide the certification Transportation,' or set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall Whoever knowingly makes any fa /se statement, false submit an explanation of why it cannot provide the certification representation, fa /se report or false claim with respect to the set out below. The certification or explanation will be character quality quantity or cost of any workperfomred or to be considered in connection with the department ar agency's pen'omred, ormateria/s furnished orb be furnished, rn connection determination whether to enter into this transaction. However, with the constnrcbon of any highway or related prryect approved failure of the prospective primary participant to fumish a by the Secretary of Transportation,' or certification or an explanation shall disqualify such a person from participation in this transaction. • Whoever knowingly makes any false statement or false representation as to material fact in any statement certffcate, or c. The certification in this dause is a material representation report submitted pursuant to provisions of the Federal-aid Roads of fact upon which reliance was placed when the department Act approved July /, 1916, (39 Stat. 355), as amended and or agency determined to enter into this transaction. If it is later supplemented; determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other Sha //be fined not more than 310,000 or imprisoned not more remedies available to the Federal Government. the department . than 5years or both." or agency may terminate this transaction for cause of default. X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL d. The prospective primary participant shall provide WATER POLLUTION CONTROL ACT immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary (Applicable to all Federal -aid construction contracts and to all participant learns that its certification was erroneous when related subcontracts of $100,000 or more.) submitted or has become erroneous by reason of changed circumstances. By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction e. The terms "covered transaction," "debarred," "suspended," contractor, or subcontractor, as appropriate, wilt be deemed to "ineligible," lower tier covered transaction," - participant," have stipulated as follows: "person," "primary covered transaction," `principal,` "proposal," and "voluntarily excluded, "as used in this clause, . 1. That any facility that is or will be utilized in the performance have the meanings set out in the Definitions and Coverage of this contract, unless such contract is exempt unaer the Clean sections of rules implementing Executive Order 12549. You Air Act, as amended (42 U.S.C. 1857 el seq., as amended by may contact the department or agency to which this proposal Pub.L 91 -604), and under the Federal Water Pollution Control Act, is submitted for assistance in obtaining a copy of those as amenaed (33 U.S.C. 1251 et seq., as amended by Pub.L 92- regulations. 500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on f . The prospective primary participant agrees by submitting the U.S. Environmental Protection Agency (EPA) List of Violating this proposal that, should the proposed covered transaction • Facilities pursuant to 40 CFR 15.20. be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, 2. That the fimi agrees to comply and remain in compliance suspended, declared ineligible, or voluntarily excluded from with all the requirements of Section 1 14 of the Clean Air Act and participation in this covered transaction, unless authorized Section 308 of the Federal Water Pollution Control Act and all by the department or agency entenng into this transaction. regulations and guidelines listed thereunder. g. The prospective primary participant further agrees by 3. That the firm shall promptly notify the SHA of the receipt submitting this proposal that it will include the clause titled of any communication from the Director, Office of Federal Activities, "Certification Regarding Debarment, Suspension, Ineligibility EPA, indicating that a facility that is or will be utilized for the contract and Voluntary Exclusion -Lower Tier Covered Transaction,' is under consideration to be listed on the EPA List of Violating provided by the department or agency entering into this Facilities. covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier 4. That the firm agrees to include or cause to be included covered transactions, the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such h. A participant in a covered transaction may rely upon a action as the govemment may direct as a means of enforcing such certification of a prospective participant in a lower tier covered requirements. transaction that is not debarred, suspended, ineligible, or voluntanly excluded from the covered transaction, unless it XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, knows that the certification is erroneous. A participant may INELIGIBILITY AND VOLUNTARY EXCLUSION decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not • 1. Instructions for Certification - Primary Covered required to, check the nonprocurement portion of the lists of Transactions: Parties Excluded From Federal Procurement or .t Nonprocurement Programs" (Nonprocurement List) which is (Applicable to all Federal -aid contracts - 49 CFR 29) compiled by the General Services Administration. a. By signing and submitting this proposal, the i. Nothing contained in the foregoing shall be construed to prospective pnmary participant is providing the certification require establishment of a system of records in order to render set out below. in good faith the certification required by this clause. The knowledge and information of participant is not rsd to Page8 150 exceed that which is normally possessed by a prudent person including suspension and/or debarment. in the ordinary course of business dealings. c. The prospective lower tier participant shall provide j. Except for transactions authorized under paragraph f of immediate written notice to the person to which this proposal these instructions, if a participant in a covered transaction is submitted if at any time the prospective lower tier participant knowingly enters into a lower tier covered transaction with a learns that its certification was erroneous by reason of person who is suspended, debarred, ineligible, or voluntarily changed circumstances. excluded from participation in this transaction, in addition to other remedies available to the Federal Govemment. the d. The terms "covered transaction," "debarred," depart - mentor agency may terminate this transaction for cause 'suspended," "ineligible," "primary covered transaction,' or default. "participant," `person," "pnncipal." "proposal. "and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing . Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy . Certification Regarding Debarment, Suspension, of those regulations. Ineligibility and Voluntary Exclusion- Primary Covered e. The prospective lower tier participant agrees by Transactions submitting this proposal that, should the proposed covered 1. The prospective primary participant certifies its transaction be entered into, it shall not knowingly enter into knowledge and belief, that it and its principals: to the best of its any lower tier covered transaction with a person who is knowleage and belief, that is and its pnncpals: debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless a. Are not presently debarred. suspended, proposed authorized by the department or agency with which this for debarment. declared ineligible, or voluntanly excluded transaction onginated. from covered transactions by any Federal department or f. The prospective lower tier participant further agrees by agency; submitting this proposal that it will include this clause tilted b. Have not within a 3 -year period preceding this "Certification Regarding Debarment. Suspension. Ineligibility proposal been convicted of or had a civil judgement rendered and Voluntary Exclusion -Lower Tier Covered Transaction," against them for commission of fraud or a criminal offense in without modification, in all lower tier covered transactions connection with obtaining, attempting to optain, or performing and in all solicitations for lower tier covered transactions. a public (Federal. State or local) transaction or contract under a public transaction; violation of Federal or State antitrust g. A participant in a covered transaction may rely upon a statutes or commission of embezzlement, theft. forgery, certification of a prospective participant in a lower tier covered bnbery, falsification or destruction of records. making false transaction that is not debarred, suspended, ineligible, or statements, or receiving stolen property; voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may c. Are not presently indicted for or otherwise criminally decide the method and frequency by which it determines the or civilly charged by a governmental entity (Federal. State or eligibility of its principals. Each participant may, but is not local) with commission of any of the offenses enumerated in required to, check the Nonprocurement List. paragraph 1 b of this certification; and h. Nothing contained in the foregoing shall be construed to d. Have not within a 3 -year period preceding this require establishment of a system of records in order to render appticationiproposat had one or more public transactions in good faith the certification required by this clause. The (Federal, State or local) terminated for cause or default. knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person 2. Where the prospective pnmary participant is unable to in the ordinary course of business dealings. certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended. debarred, ineligible. or voluntarily excluded from participation in this transaction, in addition to 2. Instructions for Certification - Lower Tier Covered other remedies available to the Federal Government, the Transactions: department or agency with which this transaction originated may pursue available remedies. including suspension and/or (Applicable to all subcontracts. purchase orders and other debarment. lower tier transactions of S25.000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. Certification Regarding Debarment, Suspension, Ineligibility Voluntary Exclusion — Lower Tier Covered b. The certification in this clause is a material representation Transactions: and of fact upon which reliance was placed when this transaction was entered into. If it is later aetermined that the prospective 1. The prospective lower tier participant certifies, by lower tier participant knowingly rendered an erroneous submission of this proposal, that neither it nor its principals is certification, in addition to other remedies available to the presently debarred, suspended, proposed for debarment, declared Federal Govemment. the department. or agency with which ineligible, or voluntanly excluded from participation in this transaction this transaction originated may pursue available remedies, by any Federal department or agency. 151 Page 9 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. X11. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropnated funds have been paid or will be paid. by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Memoer of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entenng into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress. an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan. or cooperative agreement. the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entenng into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed S100.000 and that all such recipients shall certify and disclose accordingly. ,t • Page 1 0 152 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated. except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective oargammg contract, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification. (c) the date on which he estimates such employees will be required. and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may oe placed with the State Employment Service m wnting or by telephone. If dunng the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Embloyment Service. 3. The contractor shall give full consideration to all qualified lob applicants referred to him oy the State Employment Service. The contractor is not required to grant employment to any job applicants who. in his opinion, are not qualified to perform the classification of work required. 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service. the State Employment Service is unable to refer any qualified lob applicants to the contractor, or less than the number requested. the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1 c aoove. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 153 Page 11 AMENDMENT REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) Under Section IV, Paragraph 2b(4) is deleted. Under Section IV, Paragraph 4, "and helpers" is deleted from the title. Under Section IV, Paragraph 4a(1), add: The provisions in this section allowing apprentices to work at Tess than the predetermined rate when they -are registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, or with the Bureau of Apprenticeship and Training, does not preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State Apprenticeship Agency, recognized by the Bureau, has not approved, or withdraws approval, of an apprenticeship program. Under Section IV, Paragraph 4c is deleted. Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper". Under Section IV, Paragraph 7 is revised by deleting "helpers ". Under Section V, Paragraph 2a is revised by deleting "helpers ". Under Section V, Paragraph 2d(2) is revised by deleting "helper". Amendment to Form FHWA 1273 Revised June 27, 1994 154 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 7 day of 1 tr./ 2002_, by and between the of Yakima, hereinafter called the Owner, and , a .dam Si j 1-6 Pi Corporation, hereinafter called the Contractor. W ITNESSETH: 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: $ /70, 96 00 , for INTERSECTION SIGNALIZATION PROJECT - NORTH 40TH AVENUE AND CASTLEVALE ROAD - Project No. 1935, 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 accordance with Section 1 -08.5. 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 Contractor 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. Z:\JAMSPECS\98108.DEP.wpd 155 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 CONTRACTOR this 7 4/L -- day of ✓k 0 20 (9 /to C s `' -f ' ` a Corporation Contractor City Manager By: ! �/ Attest: • " Glh- t...,,, , i s.- - -f ., -c t:i : -> �� Cr� f) e (. City Clerk (Print Name) Its i (President, Owner, etc.) Address: 11.p ..-„ t .. r / • Z:41AMSPECS\98108.DEP.wpd 156 PERFORMANCE BOND BOND #929237785 BOND TO CiTY OF YAKIMA • KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, KNOBEL' S ELECTRIC, INC a WASHINGTON Corporation as Principal and AMERICAN CASUALTY COMPAIly OF $,EADING, PA. a corporation organized and existing under the laws of the State o PENN as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are Jointty and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 19O, 950.00 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the as 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 0T lay of MARCH 20 02 , Neverlass, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on MARCH 4 20.1)? the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said KNOBEL' S ELECTRIC, INC. the above bounden Principal, a certain Contract, the said Contract being numbered , and providing for INTERSECTION SIGNALUZATION PROJECT NORTH 40Th AVENUE AND CASTLEVALE ROAD (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 under- take to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said KNOBEL S ELECTRIC, INC. shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmledb from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of ore year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. ZV.e.spEctamdd.0@P...pd 157 Z0 39Vd Ala J1\13 4vNI>il7A 80E99L9609 68 :80 Z00Z /8t /E0 KNOBEL'S ELECTRIC, INC. (Contractor) CLIFFORD P. KNOBEL (Print Name) Approved as to form: its: PRESIDENT (President, Owner, etc.) a-srd (City . ttomey) AMERICAN CASUALTY COMPANY OF READING, PA. (Surety) TO JANA B. PERKINS (Print Name) its: ATTORNEY -IN -FACT ZNAARSPF.C31951 a.Dermpe 1 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies "), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Don W. Emerick, Jr., Carol Korn, Jana B. Perkins, Lissa M. Shively, Individually of Yakima, Washington their true and lawful Attorney(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, • duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 5th day of October , 1998 . GASU CONTINENTAL CASUALTY COMPANY 2 A k q4 n 4 . � NSURq� vgs h � � o "` O ° @ ',� NATIONAL FIRE INSURANCE COMPANY OF HARTFORD c o OAAre n _61/4'' `C Sc AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA fo o SEAL y v < isoz , / a VV �j� 'Or 1897 MAN'S b • \ Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss: On this 5th day of October , 1998 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. d Jo x to o 3144A'? alC'e I ROTARY PUBLIC Q cook Co' `. My Commission Expires March 6, 2000 Mary Jo Abel Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the reverse hmeof are still in f rce. In to timony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this L day of VI YLV . ‘ , ,;,; = GASU CONTINENTAL CASUALTY COMPANY �P' q 4f QE 1 NSUki t<. A. `o k NATIONAL FIRE INSURANCE COMPANY OF HARTFORD Q � '�y�. '� AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA Z v LY 31, JUisoz 4' / b • Mary A. Ribikawskis Assistant Secretary (Rev.10 /1 /97) Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article IX— Execution of Documents Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in- fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." • ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article Vi— Execution of Obligations and Appointment of Attorney -in -Fact Section 2. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorney -in- fact.' This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by the Board of Directors of the Company. "RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time to time, appoint, by written certificates, Attorneys -in -Fact to act in behalf of the Corporation in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such Attorney -in -Fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney -in- Fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation." . . . Act)ttit. CERTIFICATE OF INSURANCE ' SHIODUC?-P I THIS CER7IFICATE IS ISSUE:: AS A MA.77ER OF INFORMATION ONLY INC ' CONFERS NC RIGHT'S UFOh HE Cr...q7IFICA7c MOLOER. 714S CERTIFICATE AZ Y: DOES NC AMEND. EX7EN::: OR AL7EF. 7Mc :OVERAGE AFORET: EY 714E I LIME 5E.OW, ei......:—:..7. DO COMPANIES AFRDING COVERAGE . . • A zo..■••.... ,6., . - 7:: 0R ' AL".r.: CARR:ZR INSURE: . Z7,1+•... , — .S. '''' , ,......—, .., F E ■ICS \ • V EA A G, LS 3 4 e , 7 - :E.: - ---"= *'Z'-;:.:• :.. '' '...:S•.:' 3W ,•A•V S" E EE '. E .?..3'..•=.E `4•AmE: ABC:YE =••:= - •-•E .7.L.::::' .E.Q!OC ::::., ,: -- -E7...,..2 , ..C.; AN'' ;E:‘,IZIEUES.. -- .E1.1 :=..::;N:..;:a :,F AN' := :: }:•:...MEN- •no : :cz--::::::,L7 ',AA. r.... es,.,.:. :a h4A,' .1.11, TY. NSLiPANCE Ag......_ 1 ....=. -.Z......leE: - 'S ELle-I.E:.• 7: J.. , ...E ='"::• •N: :;7.:NE L s.....: . :......:IES -.M7Z Er.C.WN MA A. - ., ...., .1. . .1.-- .= :.A.ME =LI " .S. INS..1RM.C.T. ACL.,:r• AVM19,01 Ac..:="' - _7. A.C E.X•MA 61IV71 '..-* :• ...1.- ... . 4.. Z.F_MEA•- -.451.. •"" 5E '''''''''''' ' 2.000, :.: 7.7.,........E...:.- ::■ ...", ......... ,_ 1 : 3 01 :1 ::•:. 01 01 -..=,. ":::- ' 1200.200 :.-a ...a:E. .....: ::::-= =7=S:a.•.. a a: ....••• : . cc: .000 :•••••••E= E a :::•••-•=■:.•-•:=•: =,...:- EA:- ::::...=E•••:E ' a.2:C,:00 F. 7=7. ;:a A::73.3A:: : =E :•,..“:::. .--• Tn. • •• S 5,020 . r: •-=',..•= L. SE a. -. a:* ...lc, 1 7_ .... _•El•--' .7: NZ; Sa.S-E I .....i. . y. -...--: 0ET .-:.i -__ :1 77] :1 :1 - • 1,000,020 . ..• r.••%,•• • - =E: •--7.7. • i 5:: ..` ••••--=` : ,:, :".E: •-.7.: ....... . .. - a:: t• 1 . : "Z 1 • • 1 , ..., . +:.KF.. S Z:b1.F.L.S...... . 1 .....:. ZEN- ' : 00 , 202 •I...; F.,..p.,:”..f. _•■!:_". <C§...\'' :: : - I. - S , ,.. - . ... . : - - . - Z _ : El•SE-1,:- Eal 1 '... ' .7 , , I -.::.a..71.:.,S;YE- :-.1S.S. II=0=Z: := 1== —7 0 -77- .7' . ...- 7 :: =_:--"---':'" • ■ • Z.• - - - - • • ` - - --:. - r. : . . - ..-. - - ,..- - - - - Z.', . r. ::.,. ZE ......E.7.....E .E 71 . ...:.E . N. 2`.70 F.:. I.LA:_ - --- .VR •.:.. ":: - -E :Ef "IC..:E= NAME: 7:.... 7r4E s :: ..•'- - -"Y-: - . , - ;A. 3:3'321 ...t-' .s.: r- :_:,-;•,--7.E:f2= , • • Y.2...,:z==.1--"7---7-=‘.r...''...-.....,.-""''.-=_,--',-.A.'i:-(7.r7M. 49 ••Anvt . . I 31" A.07:1:.: A..7...cr,:". :5 Y'SCI CORD ZORP".7. 1990 i 159 COMMERCIAL LIABILITY ;S' REPRINT JUNE 1991 CGL-- NDORSEME.� COMME-_ AL GENE LIABIL:"_! ��UC" NUMBER: A. : --- THIS ENDORSEMENT CHANGES NGES THE POLICY. PL EASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR , 3 CONTRACTORS (FORM B) `IGQ enccrserren� ,es r•s�rarc_ •• .._ �lO \\ \o v 5C� =_GULF � oco\ Name c` °ersor. or Organi :a:icr.: cF - -- __ ^o - _. :. .. __ - :e •. a dC Z G O \� P :rante Serv:_es O "i 1 20 IC 11 ES �itt ZQ : n:ai . 160 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) 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 Tess 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 20 Notary Public in and for the State of Washington residing l . Z 'JAN \SPECS\98108 DEP wpd 161 1 ACCRD CERTIFICATE OF LIABILITY INSURANCE 03 /0 i /2002 .. ROGUCER (509)965 -2090 FAX (509)966 -3454 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 'Conover Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 125 N. 50th Ave. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 10088 . I Yakima, WA 98909 - 1088 INSURERS AFFORDING COVERAGE INSURED Knobel's Electric Inc. INSURER A: Continental Western Insurance Co. 801 Tennant Lane INSURER B: Yakima, WA 98901 INSURER C: INSURER D: I INSURER E: "Amended 3/12/02" :OVERAGES I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. E FIN TYPE OF INSURANCE L POLICY NUMBER POLICY A E ( MM / F D D/Y Y ) E P DATE ( MM /DD/ EXPIRATION LIMITS GENERAL LIABILITY HC601 01/01/2002 01/01/2003 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ 100,000 CLAIMS MADE X I OCCUR MED EXP (Any one person) $ 5 , 000 A X Stop Gap Li ab . PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 I POLICY F la n LOC AUTOMOBILE LIABILITY HC601 01/01/2002 01/01/2003 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY APPROVED ` ,3 S TO FORM $ A SCHEDULED AUTOS 3 / � . (Per person) HIRED AUTOS /// � /// \ - . _w.„ W _ BODILY INJURY $ (Per accident) 1 NON-OWNED AUTOS rte TY OF YAK',. PROPERTY DAMAGE $ ; (Per accident) - GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO i"i','Y .' -" : " 7 EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS LIABILITY HC60122 01/01/2002 01/01/2003 EACH OCCURRENCE $ O CCUR 1 I C LAIMS MADE AGGREGATE $ 5 , 000 , 000 I $ _ DEDUCTIBLE $ X RETENTION $ 10,000 $ I WORKERS COMPENSATION AND I TORY L M TS IOER EMPLOYERS' LIABILITY STATUTORY E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER V DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ity of Yakima, its Agents, Employees and elected or appointed officials are named as Add'l Insureds e: Intersection Signalization Project, North 40th Avenue and Castlevale Road, ity Project No. 1935, Federal Contract No. STPUS 4683 (005) r CERTIFICATE HOLDER 1 1 ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL XXXXXXIXIX MAIL City of Yakima 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, I Dept. of Community & Economic Development Engineering Division KDOCXXXMOMMIDOGWOCICOMXXXXXIXXXXXXXIMOSOMOIXXXXXX 129 N. 2nd St. 1000)(0915)004MX16)6XX)(40XXXXAMINNEXICUMNIOCXXXXXXXX Yakima, WA 98901 AUTHORIZED REPRESENTATIVE 6 I John Cockrell At / ( r r . ' 3 i 1 ACORD 25 -S (7/97) © ACORD CORP ZON 1988 POLICY NUMBER: HC601 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART: SCHEDULE Name of Person or Organization: City of Yakima, its Agents, Employees, and Elected or Appointed Officials 129 N. 2 Street Yakima, WA. 98901 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. NAMED INSURED: Knobel's Electric, Inc. INSURANCE CARRIER: Continental Western Company POLICY PERIOD: 1/1/02 - 03 AGENT: Conover Insurance, Inc., P.O. Box 10088, Yakima, WA. 98909 -1088 CG 20 10 11 85 Copyright, Insurance Service Office, Inc., 1984 PREVAILING WAGE RATES State Wage Rates Federal Wage Rates Prevailing Wage Rates for Yakima County (with Supplemental Wage Rates & Benefit Key Code) Z.UAN \SPECS\98108.DEP wad 163 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the following: Federal Wage Rates. The provisions of Chapter 39.12 RCW, as amended, and in accordance with the U.S. Secretary of Labor, Federal Labor Standards Provisions, and Wage Decision included herein. State Wage Rates. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Washington State Department of Labor and Industries, are by reference made a part of this Contract. A schedule of both the federal and state prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paving the higher rate of these schedules of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each 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 CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. The Contractor and all subcontractors shall also be required to submit Monthly Employment Utilization Reports in accordance with these Specifications. Z UAN\SPECS'98108.DEP.wpd 1 62 . Stab of Washington DEPARTMENT OF LABOR AND INDUSTRIES Preening Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAIUNG WAGES rested here include both the hourly wage rate and the hourly rate of fringe benefits. On pubic works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. - YAKIMA COUNTY Effective 08 -31 -01 (See Benefit Code Key) Over PREVAILING Tens Holiday Note Classification WAGE QCLft CSA 22ft ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $2425 11.4 50 BOILERMAKERS JOURNEY LEVEL 535.96 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL 530.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL 58.45 1 CARPENTERS 1M 5D ACOUSTICAL WORKER 528.10 BRIDGE, DOCK AND WARF CARPENTERS $34.34 1M 513 CARPENTER 527.84 1M 513 CREOSOTED MATERIAL 527.84 111.4 513 DRYWALL APPLICATOR 527.84 1M 50 FLOOR FINISHER 527.97 1M 5D FLOOR LAYER $27.97 1M 50 FLOOR SANDER 527.97 11.4 5D MILLWRIGHT $35.34 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING 534.54 1M 5D SAWFILER 527.97 1M 5D SHINGLER 527.97 1M 50 STATIONARY POWER SAW OPERATOR 527.97 1M 5D STATIONARY WOODWORKING TOOLS 527.97 1M 5D CEMENT MASONS JOURNEY LEVEL 516.85 1 DIVERS & TENDERS DIVER 574.30 1M 5D 8A DIVER TENDER 537.01 11‘4 513 DREDGE WORKERS ASSISTANT ENGINEER $35.67 18 513 8L ASSISTANT MATE (DECKHAND) 535.23 18 50 8L BOATMEN $35.67 1B 50 8L ENGINEER WELDER 535.72 18 5D 8L LEVERMAN, HYDRAUUC $37.11 1B 50 8L MAINTENANCE 533523 1B 50 8L MATES $35.67 18 5D 8L OILER $35.33 1B 5D 8L • DRYWALL TAPERS JOURNEY LEVEL 525.44 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL 520.99 1 Page 1 164 YAKIMA COUNTY Effective 08-31-01 (See BSI Code Key) Over PREVAIUNG Thee Hafiday Note Cam, WAGE Sal re222 Sat ELECTRICIANS - INSIDE JOURNEY LEVEL 336.81 1J 5Z ELECTRICIANS - !MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL 314.69 2A 6C ELECTRICIANS - POWERUNE CONSTRUCTION CABLE SPUCER 342.16 4A 5A CERTIFIED UNE WELDER 338.72 4A 5A GROUNDPERSON 328.38 4A 5A HEAD GROUNDPERSON 329.81 4 A &. HEAVY UNE EQUIPMENT OPERATOR 338.72 40A `A JACKHAMMER OPERATOR $29.81 4A 5A JOURNEY LEVEL UNEPERSON 338.72 4A 5A LINE EQUIPMENT OPERATOR 332.95 4A 5A POLE SPRAYER $33 • 4A SA POWDERPERSON . $29.81 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL 312.07 1 ELEVATOR CONSTRUCTOR$ CONSTRUCTOR 331.29 4A 61 MECHANIC $42.25 4A 61 MECHANIC IN CHARGE 346.63 4A 61 PROBATIONARY CONSTRUCTOR 316.27 4A 61 FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN 38.65 1 LABORER 36 1 PRODUCTION WORKER 37.15 1 FENCE ERECTORS FENCE ERECTOR 313.80 1 FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL 322.53 1M 5D GLAZIERS JOURNEY LEVEL 318.43 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC 335.83 IF - 5C HEATING EQUIPMENT MECHANICS MECHANIC 318.45 1J 5A INDUSTRIAL. ENGINE AND MACHINE MECHANICS MECHANIC 315.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL 399.07 1 INSPECTIOWCLEJANINGISEAUNG OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR FOAMER OPERATOR 39.73 1 GROUT TRUCK OPERATOR 311.48 1 HEAD OPERATOR ' $12.78 1 TECHNICIAN 36. 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPUCATORS JOURNEY LEVEL $34.34 11A 50 Page 2 165 YAKIMA COUNTY Effective 08 -31-01 (See Benefit Code Key) Over PREVAILING ilme Holiday Note Classification WAGE QS5k Ca II Code IRONWORKERS JOURNEY LEVEL $37.07 18 5A LABORERS ASPHALT RAKER $24.73 1M 50 BALLAST REGULATOR MACHINE $2425 1M 5D BATCH WEIGHMAN $22.53 1M 50 CARPENTER TENDER $2425 1M 5D CASSION WORKER $25.09 1M 5D CEMENTDUMPER/PAVING $24.73 1M 5D CEMENT FINISHER TENDER $2425 1M 50 CHIPPING GUN (OVER 30 LBS) $24.73 1M 50 CHIPPING GUN (UNDER 30 LBS) $2425 1M 50 CHUCK TENDER $24.25 1M 5D CLEAN-UP LABORER $2425 1M 5D CONCRETE FORM STRIPPER $24.25 1M 5D CONCRETE SAW OPERATOR $24.73 1 M 50 CRUSHER FEEDER $22.53 1M 5D CURING LABORER $2425 1M 50 DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $2425 1M 5D DITCH DIGGER $2425 1M 5D DIVER $25.09 1M 50 DRILL OPERATOR (HYDRAULIC, DIAMOND) $24.73 1M 5D DRILL OPERATOR, AIRTRAC $25.09 1M 5D DUMPMAN $2425 111 5D FALLER/BUCKER, CHAIN SAW $24.73 1M 5D FINAL DETAIL CLEANUP (Le., dusting, vacuuming, window leaning; NOT $20.21 1M 5D construction debris cleanup) FINE GRADERS $24.25 1M 50 FIRE WATCH $2425 IM 50 FORM SETTER $2425 IM 5D GABION BASKET BUILDER $2425 1M 50 GENERAL LABORER $2425 1M 5D GRADE CHECKER & TRANSIT PERSON $24.73 1M 50 GRINDERS $2425 1M 5D GROUT MACHINE TENDER $2425 1M 5D HAZARDOUS WASTE WORKER LEVELA $25.09 IM 50 HAZARDOUS WASTE WORKER LEVEL B $24.73 1M 5D HAZARDOUS WASTE WORKER LEVEL C $2425 1M 5D HIGH SCALER $25.09 1M 5D HOD CARRIER $24.73 1M 50 JACKHAMMER $24.73 1M 510 LASER BEAM OPERATOR $24.73 1M 50 MINER $25.09 1M 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $24.73 1 M 50 PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE. WATER BLASTER PAVEMENT BREAKER; 524.73 1M 5D PILOT CAR $22.53 1M 5D PIPE REUNER (NOT INSERT TYPE) 524.73 1M 5D PIPELAYER & CAULKER $24.73 1M 5D PIPELAYER & CAULKER (LEAD) $25.09 1M 5D PIPEWRAPPER $24.73 1M SD POT TENDER $24.25 1M SD Page 3 166 YAKIMA COUNTY Effective 08 -31-01 (See Benefit Code Key) Oder PREVAIUNG Thu Holiday Note Classification WAGe Saki 242 S POWDERMAN $25.09 111 50 POWDERMAN HELPER $2425 1M 50 POWERJACKS $24.73 1 M 5D RAILROAD SPIKE PULLER (POWER) $24.73 iM 5D RE- TIMBERMAN 525.09 1M 50 RIPRAP MAN $2425 1M 50 SIGNALMAN 52425 1M 5D - SLOPER SPRAYMAN $2425 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) • $24.73 1M 5D SPREADER (CONCRETE) $24.73 IM 50 STAKE HOPPER $2425 11.1 5D STOCKPILER $2425 1M 50 TAMPER & SIMILAR ELECTRIC. AIR & GAS $24.73 1M 50 TAMPER (MULTIPLE & SELF PROPELLED) 324.73 1M 50 TOOLROOM MAN (AT JOB SITE) 322.53 1M 50 TOPPER - TAILER 32425 1M 50 TRACK LABORER 32425 1161 50 TRACK LINER (POWER) $24.73 1M 50 TUGGER OPERATOR $24.73 1M 50 VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $2425 1M 50 VIBRATOR 324.73 1M 50 WELDER 324.25 1M 5D WELL -POINT LABORER 324.73 1M 50 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER 52425 1M 513 PIPE LAYER 524.73 1M 50 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS 57.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRNERS 315.45 1 LANDSCAPING OR PLANTING LABORERS 37.63 1 LATHERS JOURNEY LEVEL $27.84 I M 50 MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST 316.84 1 METAL FABRICATION (IN SHOP) Hi I tm 312.00 1 LABORER $10.31 1 MACHINE OPERATOR 311.32 1 PAINTER 312.00 1 WELDER 311.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL 316.75 1 PLASTERERS JOURNEY LEVEL $35.63 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL 340.40 10 SA POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS 333.59 IT 51) 8L Page 4 167 YAKIMA COUNTY Effective 08 -31 -01 (See Benefit Cade Key) Oyer PREVAIUNG Time Holiday Note Classification WAGE raft Cali __ BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $36.05 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) 336.49 IT 50 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) 336.99 IT 50 8L BACKHOES, (75 HP & UNDER) 335.69 17 50 81 BACKHOES, (OVER 75 HP) 536.05 IT 50 8L BARRIER MACHINE (ZIPPER) 336.05 IT 5D 8L BATCH PLANT OPERATOR CONCRETE 336.05 IT 5D 8L BELT LOADERS (ELEVATING TYPE) 335.69 IT 5D 81. BOBCAT 333.59 1T 5D 81. BROOMS $33.59 IT SD 8L BUMP CUTTER 336.05 1T 5D 81. CABLEWAYS $36.49 17 5D 81 CHIPPER 336.05 IT 5D 81 COMPRESSORS 333.59 IT SD 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 1T 5D 8L CONCRETE PUMPS $35.69 IT 50 81. CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT 336.05 17 5D 8L 1 CONVEYORS 335.69 1T 5D 8L CRANES, THRU 19 TONS. WITH ATTACHMENTS $35.69 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36.05 1T 50 81 CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $36.49 IT 50 81, WITH ATACHMENTS) CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $36.99 1T 50 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS. OR 250 FT OF BOOM (INCLUDING JIB 337.49 1 T 50 81 WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $33.59 1T 5D 8L CRANES, A- FRAME, OVER 10 TON 335.69 1T 50 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH 337.99 iT 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 IT 50 BL CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) 336.49 1T 50 81 CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM 336.99 17 50 - 81. CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $37.49 17 50 81 CRUSHERS 336.05 17 513 8L DECK ENGINEER/DECK WINCHES (POWER) 336.05 IT 5D 81 DERRICK, BUILDING 336.49 17 5D 81.. DOZERS, 13-9 & UNDER $35.69 1T 50 8l DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT 335.69 IT 50 8L DRILLING MACHINE $36.05 IT 5D 81. ELEVATOR AND MANUFT, PERMANENT AND SHAFT -TYPE $33.59 IT 50 81 EQUIPMENT SERVICE ENGINEER (OILER) 335.69 17 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $36.05 IT 5D 8L FORK LIFTS, (3000 LBS AND OVER) $35.69 1 T 50 81 FORK UFTS, (UNDER 3000 LBS) $33.59 1T 50 8L GRADE ENGINEER 335.69 1T 5D 8L GRADECHECKER AND VTAKEMAN $33.59 1T 5D 8l HOISTS, OUTSIDE (ELEVATORS AND MANUFTS). AIR TUGGERS $35.69 1T 5D 8l HORIZONTAUDIRECTIONAL DRILL LOCATOR $35.69 IT 5D 81 HORIZONTAL/DIRECTIONAL DRILL OPERATOR $36.05 IT 5D 81 HYDRAUFTS/BOOM TRUCKS (10 TON & UNDER) $33.59 1T 50 8L HYDRAUFTSBOOM TRUCKS (OVER 10 TON) $35.69 IT 50 8L Page 5 168 YAKIMA .COUNTY Effective 08,31 -01 (See Benefit Cade Key) Over PREVAIUNG The HoSday Note Classification WAGE S CAI Sc . LOADERS, OVERHEAD (6 YD UP TO 8 YD) $3649 IT 50 8L LOADERS. OVERHEAD (8 YD & OVER) $36.99 17 5D 81. LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $36.05 17 513 81. LOCOMOTIVES. ALL $36.05 17 5D 81. MECHANICS, ALL $36.05 IT 5D 8L MIXERS, ASPHALT PLANT 536.05 IT 5D 81. MOTOR PATROL GRADER (FINISHING) $36.05 IT 5D 81 MOTOR PATROL GRADER (NON - FINISHING) $35.69 IT 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $36.49 17 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $33.59 IT 50 81. OPERATOR PAVEMENT BREAKER $33.59 17 50 81 PILEDRNER (OTHER THAN CRANE MOUNT) $36.05 17 5D 81 PLANT OILER (ASPHALT CRUSHER) $35.69 17 50 8L POSTHOLE DIGGER, MECHANICAL $33.59 . IT 5D 8L POWER PLANT $33.59 17 50 8L PUMPS. WATER $33.59 IT 50 8L QUAD 9. D-10, AND HD-41 $36.49 17 50 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $36.49 17 5D 81 EQUIP RIGGER AND BELLMAN $33.59 17 50 8L ROLLAGON $36.49 17 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $33.59 IT 50 81. ROLLERS. PLANTMIX OR MULTIUFT MATERIALS $35.69 17 5D 81 ROTO -MIL.. ROTO- GRINDER $36.05 17 5D 8L SAWS. CONCRETE $35.69 17 50 8L SCRAPERS - SELF PROPFI I Fn , HARD TAIL END DUMP, ARTICULATING $36.05 IT 50 81. OFF -ROAD EQUIPMENT ( UNDER 45 YD) ' SCRAPERS - SELF PROPFI I Fn HARD TAIL END DUMP, ARTICULATING $36.49 IT 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 17 50 81. SCREED MAN $36.05 17 5D 81 SHOTCRETE GUNITE $33.59 IT 50 8L SUPFORM PAVERS $36.49 17 50 - 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX 536.05 IT 50 EL SUBGRADETRIMAER $36.05 1 T 50 8L TRACTORS, (75 HP & UNDER) $35.69 IT - 50 8L TRACTORS, (OVER 75 HP) $36.05 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36,05 1T 50 8L TRANSPORTERS, ALL TRACK OR TRUCK 'TYPE $36.49 17 50 81 TRENCHING MACHINES $35.69 1T 5D 81. TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $35.69 17 5D 81_ TRUCK CRANE OILER/WINER (100 TON & OVER) $36.05 IT 50 8L WHEEL TRACTORS, FARMALL TYPE $33.59 IT 5D 81. YO YO PAY DOZER 536.05 17 50 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER ALL CLASSIFICATIONS $19.85 1 POWER UNE CLEARANCI= TREE TRIMMERS JOURNEY LEVEL IN CHARGE 528.90 4 A 5A SPRAY PERSON 527.34 4A 5A TREE EQUIPMENT OPERATOR 527.72 4 A 5 A TREE TRIMMER 525.64 4A SA TREE TRIMMER GROUNDPERSON 518.70 4A 5 A Page 6 169 YAKIMA COUNTY Effective 08 -31-01 (See Benefit Cooe Key) Or PREVAILING Time Holiday Note Classification WAGE Cssk Csdt Cask REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $22.90 1 RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL 519.72 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL 523.81 1M 5D RESIDENTIAL CEMENT MASONS JOURNEY LEVEL 516.85 1 RESIDENTIAL DRYWALL TAPERS 1 JOURNEY LEVEL 519.08 RESIDENTIAL ELECTRICIANS 1 JOURNEY LEVEL $21.98 RESIDENTIAL GLAZIERS JOURNEY LEVEL 511.48 1 RESIDENTIAL INSULATION APPUCATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL 56.84 1 RESIDENTIAL PAINTERS JOURNEY LEVEL 511.42 1 RESIDENTIAL PLUMBERS & PIPEFTTTERS JOURNEY LEVEL 516.97 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) 523.92 16 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL 517.55 1 ROOFERS JOURNEY LEVEL 525.77 1B 51 USING IRRITABLE BITUMINOUS MATERIALS 528.77 1B 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) 53429 1B 5A SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) • JOURNEY LEVEL 514.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL 515.79 1 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL 56.72 1 sT SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL 518.87 1 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $1323 1 SURVEYORS CHAIN PERSON 5925 1 INSTRUMENT PERSON 512.05 1 PARTY CHIEF 515.05 1 TELEPHONE UNE CONSTRUCTION - OUTSIDE CABLE SPUCER 524.74 2B 5A HOLE DIGGER/GROUND PERSON 513.18 2B 5A INSTALLER (REPAIRER) $23.66 2B 5A JOURNEY LEVEL TELEPHONE UNEPERSON $22.91 2B 5 A SPECIAL APPARATUS INSTALLER I $24.74 2B 5A SPECIAL APPARATUS INSTALLER II $2421 2B 5A Page 7 170 YAKIMA COUNTY Effective 08 -31 -01 (See Benefit Cone Key) Over PREVAIUNG T Classification WAGE SITAtt 2812 S TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 28 SA TELEPHONE EQUIPMENT OPERATOR (LIGHT) 522.91 28 SA TELEVISION GROUND PERSON 512.42 213 SA TELEVISION LINEPERSON/INSTALLER 317.02 28 SA TELEVISION SYSTEM TECHNICIAN $20.54 28 SA TELEVISION TECHNICIAN 518.33 213 5 A TREE TRIMMER 322.91 2B SA TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL 324.36 4A SA TILE, MARBLE & TERRAZZO FINISHERS FINISHER 320.56 4A 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL 527.67 1K SA TRUCK DRIVERS ASPHALT MD( 314.19 1 DUMP TRUCK $25.62 1 DUMP TRUCK & TRAILER $25.62 1 OTHER TRUCKS $25.62 1 TR S i M1XE1-1 325.62 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS . IRRIGATION PUMP INSTALLER 311.15 1 OILER $920 1 WELL DRILLER 317.68 1 Psge 8 171 t STAN. O s 1. ,cg, 0 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PREVAILING WAGE PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 (360) 902 -5335 FAX (360) 902 -5300 * * *NOTICE * ** The Washington State Supreme Court ruled in Everett Concrete v. Department of Labor and Industries that workers employed in the fabrication or manufacture of items specifically produced for public works projects are covered under Chapter 39.12 RCW. The law establishes that the applicable prevailing wages which must be paid to laborers, workers and mechanics are the wages that have been established for the county in which the actual physical work is performed. Because the fabrication or manufacture is performed off -site, this may not be the same county in which the job site is located. Because contract awarding agencies must include the prevailing wages in their contract or bid specifications for all potential bidders, the off -site wages for every county in the state must be included. This insures that manufacturers located in other counties will be provided with the wages that apply to them. The following is a list of work that may include the fabrication or manufacture of items produced specifically for a public works project. This list is not intended to . include standard items that are always available and may be purchased on the general market. Questions regarding whether the production of a specific item is covered should be directed to the office of the Industrial Statistician. Cabinet, Sash, Door and Furniture Making (wood) Fabricated Precast Concrete Products (Structural, Architectural and Utility concrete) Industrial Engine and Machine Mechanics Metal Fabrication (In -shop) - (Ironworkers, Boilermakers) Modular Buildings (Including customized prefabricated housing) Sheet Metal Work (Air ducts, ventilation systems, except round flex hose) Sign Making and Installation (Electrical and non - electrical) • eAtEa. la 172 173 State of Washington Departrnent of Labor and Industries PrevaTing Wage Section - Telephone (360) 902 -5335 PO Box 44540. Olympia. WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefds. 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 on the Benefit Code Key. CABINET MAKERS (IN SHOP) EFFECTIVE 08-31-01 (See Benefit Code Key) Over PREVAIUNG Time Holiday Note Classification WAGE Sakt Seigt Code Counties Covered: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA. DOUGLAS, FERRY, FRANKUN, GARFIELD, GRANT, KITTITAS, UNCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA JOURNEY LEVEL $8.45 1 Counties Covered: LEWIS, CLALLAM, CLARK, PACIFIC, SAN J N JUAN, KAMANIA, SNOHOMISH, THURSTON, WAHKIAKUM AN WHATCOM JOURNEY LEVEL $13.12 1 Counties Covered: KING 71 1 JOURNEY LEVEL $11 Counties Covered: PIERCE JOURNEY LEVEL $11.69 1 Counties Covered: • SPOKANE JOURNEY LEVEL $9.72 1 174 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourty wage rate and the hourty 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 on the Benefit Code Key. FABRICATED PRECAST CONCRETE PRODUCTS • EFFECTIVE 0841 -01 (See Benefit Code Key) Over PREVAIUNG Time Holiday Note Classification WAGE c2gt S2SP4 Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKUN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITT1TAS, KLICKITAT AND SKAMANIA ALL CLASSIFICATIONS $8.61 1 Counties Covered: CLALLAM, CLARK, COWUTZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: KING ARCHITECTURAL AND PRESTRESSED CONCRETE - All $10.60 1 Classification ALL OTHER CONCRETE PRODUCTS- Carpenter $18.77 1B 6S ALL OTHER CONCRETE PRODUCTS - Clean -up $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Fabricator $18.24 16 6S ALL OTHER CONCRETE PRODUCTS - Gunge $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Maintenance $18.77 16 SS • ALL OTHER CONCRETE PRODUCTS - Operator $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Welder 518.24 16 6S • ALL OTHER CONCRETE PRODUCTS - Wet Pour $17.99 113 6.6 ALL OTHER CONCRETE PRODUCTS - Yard Patch $17.99 18 66 Counties Covered: PIERCE ALL CLASSIFICATIONS $10.00 1 Counties Covered: SPOKANE LABORER $6.72 1 • MACHINE OPERATOR $10.33 1 175 • • FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 08-31-01 (See Benefit Cade Key) Over PREVAIUNG Time Holiday Note Classification WAGE SESSII COI Code Counties Covered: WHATCOM CARPENTER $11.43 1 CONCRETE FINISHER $12.53 1 LABORER $8.43 1 REBAR 314.60 1 Counties Covered: YAKIMA CRAFTSMAN $8.65 1 LABORER 36.72 1 PRODUCTION WORKER $7.15 1 176 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates The PREVAILING WAGES fisted here include both the hourty wage rate and the hourty rate of fringe beneets. 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 on the Benefit Code Key. INDUSTRIAL ENGINE AND MACHINE MECHANICS EFFECTIVE 08 -31 -01 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Sit Q QQfk Counties Covered: ADAMS, ASOTIN, BENTON, CHELAN, CLALLAM, CLARK, COLUMBIA, COWUTZ, DOUGLAS, FERRY, FRANKUN, GARFIELD, GRANT, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, KUCKITA T, LEWIS, UNCOLAI, MASON, OKANOGAN, PACIFIC, PEND OREILLE, PIERCE, SAN JUAN, SKAGIT, SKAMANIA, SNOHOMISH, SPOKANE, STEVENS, THURSTON, WAHKIAKUM, WALLA WALLA, WHATCOM, WHITMAN AND YAKIMA MECHANIC $15.65 1 • 177 • State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the 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 on the Benefit Code Key. METAL FABRICATION (IN SHOP) EFFECTIVE 08 -31 -01 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE CAR Qg Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKUN, GARFIELD, KITRTAS, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 1 LABORER $8.13 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: BENTON LABORER $7.06 1 MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 Counties Covered: CHELAN FITTER $15.04 1 • LABORER $8.77 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 • WELDER $12.24 1 Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC, SAN JUAN AND SKAGIT MITER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Counties Covered: CLARK H I 1 t $22,64 1J 6U LABORER • $16.49 1,1 6U LAYEROUT $22.98 1J 6U MACHINE OPERATOR $17.00 1.1 6U PAINTER $19.57 1J 6U WELDER $21.54 IJ 6U 178 METAL FABRICATION (IN SHOP) EFFECTIVE 08-31 -01 (See Benefit Code Key) Over PREVAIUNG Tine Hwy Note Classification WAGE rail raga Code Counties Covered: COWLITZ FITTER $22.03 18 6V LABORER $17.17 1 ® s'. MACHINE OPERATOR $22.03 1B 6V . WELDER $22.03 t8 6V Counties Covered: GRANT • Fu I tRNVELDER $10.79 1 PAINTER $7.45 1 - Couii1es Covered: KING FITTER $15.86 1 LABORER $ 1 MACHINE OPERATOR $ 13 . 04 1 PAINTER 51110 1 . WELDER $15.48 1 Counties Covered: KITSAP FITTER $26.96 1 LABORER $6.72 1 MACHINE OPERATOR $13.83 1 . WELDER $13.83 1 Counties Covered: KUCKITAT, SKAMANIA AND WAHKIAKUM FITTER/WELDER $16.99 1 . LABORER - $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $9.25 1 MACHINE OPERATOR 513.98 1 WELDER $13.98 1 Counties Covered: • SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 179 METAL FABRICATION (IN SHOP) EFFECTIVE 0841 -01 (See Benefit Code Key) Over PREVAIUNG Time May Note Classification WAGE Selo Gait Code Counties Covered: SPOKANE FITTER . $12.59 1 LABORER $7.98 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Counties Covered: THURSTON _ FITTER $20.85 1R 6T LABORER $11.33 1R 6T LAYEROUT $22.74 1R 6T MACHINE OPERATOR $15.13 1R 6T WELDER $18.93 1R 6T Counties Covered: WHATCOM FITTER/WELDER $13.81 1 LABORER $9.00 1 MACHINE OPERATOR $13.8 1 Counties Covered: YAKIMA . FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 180 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Oympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here indude both the hourty wage rate and the 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 on the Benefit Code Key. SHEET METAL WORKERS EFFECTIVE 08-31-01 (See Benefit Code Key) Over PREVAIUNG The Holiday Note Classification WAGE SMI 2201 Code Counties Covered: ADAMS, ASOTIN, CHELAN, DOUGLAS, FERRY, GRANT, UNCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN JOURNEY LEVEL (FIELD OR SHOP) $31.18 1B 5A Counties Covered: BENTON, COLUMBIA, FRANKUN, GARFIELD, KITTITAS, KUCKITAT, WALLA WALLA AND YAKIMA JOURNEY LEVEL (FIELD OR SHOP) $34.29 1B 5A Counties Covered: CLALLAM, COWUTZ, GRAYS HARBOR, ISLAND, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH, THURSTON AND WAHKIAKUM JOURNEY LEVEL (FIELD OR SHOP) $39.68 1J 6L Counties Covered: CLARK AND SKAMANIA JOURNEY LEVEL (FIELD OR SHOP) 536.93 1B 5A Counties Covered: JEFFERSON JOURNEY LEVEL (FIELD OR SHOP) $33.53 1 _ Counties Covered: SAN JUAN, SKAGIT AND WHATCOM JOURNEY LEVEL (FIELD OR SHOP) $35.65 1J 5G • 181 State of Washington Department of Labor and Industries Prevairng Wage Section - Telephone (360) 902-5335 PO Box 44540. Olympia. WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourty wage rate and the hourly rate of fringe benefb- On public works projects, workers' wage and benefit rates must Key not less than this total. A brief description of overtime calculation requirements is provided on the SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) EFFECTIVE 08 -31 -01 (See Benefit Code Key) Over PREVAIUNG Time Holiday Note Classification WAGE Cade Counties Covered: ADAMS, FERRY, UNCOLN, PEND OREILLE, STEVENS AND WHITMAN JOURNEY LEVEL $13.91 1 Counties Covered: ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, GRANT, KITTTTAS, WALLA WALLA AND YAKIMA JOURNEY LEVEL $14.6$ Counties Covered: CHELAN, DOUGLAS AND OKANOGAN JOURNEY LEVEL $16.14 Counties Covered: CLALLAM AND JEFFERSON JOURNEY LEVEL $12.15 1 Counties Covered: CLARK JOURNEY LEVEL 529.02 1H 5A Counties Covered: COWUTZ AND WAHKIAKUM $16.74 1 JOURNEY LEVEL $16. Counties Covered: GRAYS HARBOR, MASON AND PACIFIC JOURNEY LEVEL $18.04 1 Counties Covered: ISLAND AND WHATCOM JOURNEY LEVEL $26.55 • Counties Covered: KING 517.31 1 SIGN INSTALLER $17 1 SIGN MAKER 515.61 182 SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) EFFECTIVE 08 -31 -01 (See Benefit Code Key) Over PREVAIUNG Tone Holiday Note Classification WAGE radit rdISM Salsts, Counties Covered: KITSAP JOURNEY LEVEL 59.27 1 Counties Covered: KUCKITAT AND SKAMANIA JOURNEY LEVEL $16.83 1 Counties Covered: LEWIS, SKAGIT AND SNOHOMISH JOURNEY LEVEL 529.67 1M 50 Counties Covered: PIERCE JOURNEY LEVEL $15.31 1 Counties Covered: SAN JUAN JOURNEY LEVEL $9.75 1 Counties Covered: SPOKANE JOURNEY LEVEL 58.00 1 Counties Covered: THURSTON JOURNEY LEVEL $14.04 1 i°oa State of Washington Department of Labor and Industries PrevaU"ing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia. WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the 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 on the Benefit Code Key. SIGN MAKERS & INSTALLERS (ELECTRICAL) EFFECTNE 08 -31 -01 (See Benefit Code Key) Over PREVAIUNG Time Holiday Note Classification WAGE Code gag Code Counties Covered: ADAMS, FERRY, UNCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN JOURNEY LEVEL $13.91 t Counties Covered: CHELAN, DOUGLAS, GRANT AND OKANOGAN • JOURNEY LEVEL $24.63 Counties Covered: CLALLAM AND JEFFERSON JOURNEY LEVEL $19.29 Counties Covered: CLARK JOURNEY LEVEL $19.27 Counties Covered: COWUTZ AND WAHKIAKUM JOURNEY LEVEL $16.88 Counties Covered: GRAYS HARBOR, LEWIS, MASON, PACIFIC AND THURSTON JOURNEY LEVEL $18.04 Counties Covered: ISLAND, SKAGIT AND WHATCOM JOURNEY LEVEL $16.03 Counties Covered: KING SIGN INSTALLER $23.36 SIGN MAKER $16.84 • Counties Covered: KITSAP JOURNEY LEVEL $20.58 t 184 SIGN MAKERS & INSTALLERS (ELECTRICAL) EFFECTIVE 0831 -01 (See Benefit Code Key) Over PREVAIUNG Time Holiday Note • Classification WAGE Sala cask Code Counties Covered: KLICKITAT AND SKAMANIA JOURNEY LEVEL $16.83 1 Counties Covered: PIERCE AND SNOHOMISH JOURNEY LEVEL $26.17 1 Counties Covered: SAN JUAN JOURNEY LEVEL $9.75 t R 185 BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 ... OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRLNGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER 1- ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 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 SUNDAYS Y AND HOLIDAYS SHALL BE PAID ONE-HALF WAGE- DOUBLE THE HOURLY OF WAGE. C. ALL 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 M M ND THROUGH FRIDAY, AND ALL SCHEDULE; URS WORKED ON SUNDAYS OF TEN (10) HOURS PER DAY AND HOLIDAYS BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. 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 HOURS WORKED ON LABOR DA AT DOUBLE THE SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF t HOURLY OF WAGE. ALL 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 PER DAY MONDAY THRUGH HOURLY SATURDAY, U AND ALL HOURS WORKED ON SUNDAY S AND HOLIDAYS S S O HALL 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. 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. RATE WAGE. ALL HOURS SATURDAYS RKED O HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE HOURLY OF AGE. L ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXLt.Yf 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 (EXC.rr► MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMEN 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. THE N. ALL HOURS RATE OF WORKED ON ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL AND ONE-HALF PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. HALF TIMES RATE SATURDAYS WAGE. . ALL HOURS WORKED ON H SHALL BE PAID O 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- 186 BENEFIT CODE KEY - EFFECTIVE 08 -31-01 -2- 1. S. ALL HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF I2:OOAM SUNDAY AND 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE-RALFTIAIES 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 T TIMES THE HOURL. RATE OF WAGE. ONE AND ONE- W. HWORKED O RATED OF WAGE.. ALL HOURS WORKED O HOLIDAYS SHALL BE AID AT HALF TIMES THE HOURLY AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. WAGE. ALL HOURS WORKED EXCESS OF HOURS ON SATURDAY HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TAMES 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 TES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES nit HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDIITON 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. TIMES THE HOURLLYDRATE OSATURDAYS GE. OR ALL HOURS WORKED ONSSUNDA S OR SHALL BE DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. ADD FIRST N TO THE HOLIDAY PAY. ALL L HOURS WORKED IN EXCESS OF EIGHT (8 STRAIGHT OH HOURS O HOURLY WAGE OLIDAS 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 014 PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. 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. 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 S. A. HOLIDAYS: NEW YEARS DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS. AND CHRISTMAS DAY (8). 187 BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -3- 5. C. HOLIDAYS: NEW YEAR'S DAY. WASHINGTON'S BIRTHDAY, 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). G. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEARS 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, WASHINGTON'S BIRTHDAY, 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). 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. (7 117). 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. U. PAID HOLIDAYS: NEW YEARS DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEES CHOICE (7). V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEARS 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). 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, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, 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 YEAR'S DAY, WASHINGTON'S BIRTHDAY, 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). H. HOLIDAYS: NEW YEAR'S DAY. MARTIN LUTHER KING IR. DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR. DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). L PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). 6. L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) 188 BENEFIT CODE KEY m EFFECTIVE 08 -31 -01 - Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY; PRESIDENTS DAY. S. DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRI AS EVE DAY. AND CHRISTMAS DAY ( T 8 A1GSCr[VII1G �N T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, 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 YEARS DAY, MEMORIAL DAY, DAY BEFORE • INDUENDENCE DAY, INDEPENDENCE THANKSGIVING DAY, THE DAY BEFORE HRISTMAS CHRISTMAS DAY THANKSGIVING THE FRIDAY AFTER (10). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEES BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W. INDEPENDENCE DAY LABOR DAY, DAY, DAY THANKSGIVING DAY, AY DAY, AFTER THANK.SGTVING�DAY, CHRISTMAS DAY. DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER DAY, DAY, EMPLOYEE'S BIRTHDAY (11�). THANKSGIVING NOTE CODES 8. A THE STANDBY WAGE AND PAY RINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF T HOURLY FIFTY FEET OR MORE: OVER 50' TO 100' - S1.00 PER FOOT FOR EACH FOOT OVER 50 FEE' OVER 100' TO 175' - S225 PER FOOT FOR. EACH FOOT OVER 100 FEET OVER I75' TO 250' - S5.30 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 HOURLY WAGE AND A FOLLOWING FRINGE BENEFITS, THE DEPTH PR IIL E PREMIUMS APPLY TO DEPTHS U PTHS OFF FIFTY FEET OR MORE: OVER 50' TO 100' - 51.00 PER FOOT FOR EACH FOOT OVER 501. Eti OVER 100' TO 150' - S1.50 PER FOOT FOR EACH FOOT OVER 100 FEE OVER 150' TO 200' - 52.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL 51.00 PER HOUR. I„ WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 50.75, LEVI B: S0S0, AND LEVEL C: 50.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: 81.00, LEVELS C&D: 50.5 0 . N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 51.00, LEVEL B: 50.75, LEVEL C: S0.50, AND LEVEL D: 5025. 189 WAIS Document Retrieval Page 1 of 3.3 GENERAL DECISION WA010001 10/19/2001 WA1 Date: October 19, 2001 General Decision Number WA010001 Superseded General Decision No. WA000001 State: Washington Construction Type: DREDGING HEAVY HIGHWAY County(ies): STATEWIDE H AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Daze 0 03/02/2001 03/0912001 2 03/16/2001 3 03/30/2001 04/06,'2001 5 05/11/2001 06/01/2001 06/08/2001 8 06/15/2001 9 06/22/2001 10 06/29/2001 07/06/2001 07/13'2001 13 08/03/2001 08/31/2001 15 09/28/2001 16 10.'9'2001 COT'NTY(ies): STATEWIDE CARP0001W 06/01/2001 Rates Fringes COLUMBIA RIVER AREA - :DAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120T^ MERIDIAN) AND WALLA WALLA COUNTIES CARPENTERS: GROUP 1: 23.18 6.00 GROUP 2: 24.29 6.00 GROUP 3: 23.45 6.00 GROUP 4: 23.18 6.00 GROUP 5: 57.45 6.00 GROUP 6: 25.56 6.00 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES CARPENTERS: 190 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 2 of 33 GROUP 1: 22.51 6.00 GROUP 2: 23.61 6.00 GROUP 3: 22.77 6.00 GROUP 4: 22.51 6.00 GROUP 5: 55.78 6.00 GROUP 6: 24.82 6.00 CARPENTERS CLASSIFICATIONS GROUP 1: Carpenter; Burner - Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingier (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw -Off Bearer; Wire, Wood and Metal Lather Applicator GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, dock and wharf carpenters GROUP 5: Divers GROUP 6: Divers Tender DEPTH PAYY FOR DIVERS: Each foot over 50 -100 feet $1.00 Each foot over 100 -175 feet 2.25 Each foot over 175 -250 feet 5.50 HAZMAT PROJECTS Anyone working on a HAZMAT job (task), where HAZMAT certification is req'.:ired, shall be compensated az a premium, in addition to the classification working in as follows: LE E L D - S.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line. CARP0003O 06/01/2001 Rates Fringes SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS (Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: CARPENTERS; ACOUSTICAL 26.43 7.89 DRYWALL 26.43 7.89 191 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 3 of 33 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood -type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materils 26.58 7.89 MILLWRIGHTS 26.93 7.89 PILEDRIVERS 26.93 7.89 DIVERS 62.78 7.89 DIVERS TENDERS 28.90 7.89 DEPTH PAY 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET 1 50 TO 200 FEET 2.00 PER FOOT OVER 150 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPCTNTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowl Wahkiakum and Pacific shall be from Longview Local '11707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities C?RP0770D 06/01/2001 Rates Fringes WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiaum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES CARPENTERS AND DRYWALL APPLICATORS 27.22 7.12 CARPENTERS ON CREOSOTE MATERIAL 27.32 7.12 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR 192 • http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 4 of 33 LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS 27.35 7.12 MILLWRIGHT AND MACHINE ERECTORS 28.22 7.12 ACOUSTICAL WOKRERS 27.38 7.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING 27.42 7.12 PILEDRIVER, BRIDGE DOCK & WHARF CARPENTERS 27.22 7.12 DIVERS 67.18 7.12 DIVERS TENDER 29.89 7.12 (HOURLY ZONE PAY APPLICABLE TO ALL CLASSIFICATIONS EXCEPT MILLWRIGHT AND PILEDRIVER) Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen- Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay 0 -25 radius miles Free 25 -35 radius miles $1.00 /hour 35 -45 radius miles $1.15 /hour 45 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 25 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS AND DRYWALL APPLICATORS 20.72 7.12 CARPENTERS ON CREOSOTED MATERIAL 20.72 7.12 SAWFILERS, STATIONARY POWER S37 OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLERS, FLOOR SANDER OPERATORS " 20.85 7.12 MILLWRIGHT AND MACHINE ERECTORS 27.13 7.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING 27.42 7.12 PILEDRIVER, BRIDGE DOCK AND WHARF CARPENTERS 27.22 7.12 193 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis -Bacon &docid =WAG 10001 10/23/01 WAIS Document Retrieval Page or 3s DIVERS 67.18 7.22 DIVERS TENDER 29.89 7.12 (HOURLY ZONE PAY APPLICABLE TO ALL CLASSIFICATIONS EXCEPT MILLWRIGHT AND PILEDRIVER) Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen_- Hoqaiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay 0 -25 radius miles Free 25 -35 radius miles 51.00 /hour 35 -45 radius miles 51.15 /hour 45 -55 radius miles 51.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seatle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 25 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 %_^_our =LEC0046 A 06/04,'2001 Rates Fringes CALLA_', JEFFERSON, KING AND KITSA P COUNTIES ELECTRICIANS 31.50 CABLE SPLICERS 34.65 3% +8.88 ELEC0048C 07/01/2001 Rates Fringes CLARK, KLICKITAT AND SKAMANIA COUNTIES ELECTRICIANS 30.20 3% -l0.25 CABLE SPLICERS 30.45 3 %+10.25 ELEC0073A 07/01 /2001 Rates Fringes ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES ., ELECTRICIANS 23.67 3% +9.13 CABLE SPLICERS 24.07 3% +9.13 ELEC0076B 01/01/2000 194 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =WA010001 10/23/01 WAIS Document Retrieval Page 6 of 33 Rates Fringes GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES • ELECTRICIANS 26.20 8.47 +3% CABLE SPLICERS 28.82 8.47 +3% ELEC0077C 02/01/2001 Rates Fringes LINE CONSTRUCTION: CABLE SPLICERS 33.89 3.875% +6.95 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN 30.58 3.875% +6.95 LINE EQUIPMENT MEN 26.72 3.875% +5.20 POWDERMEN, JACKHAMMERMEN 23.69 3.875% +5.20 GROUNDMEN 22.31 3.875% +5.20 TREE TRIMMER 21.39 3.875% +5.20 ELEC0112E 12/01/2000 Rates Fringes ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES ELECTRICIANS 27.75 3%+6.93 CABLE SPLICERS 29.14 3% +6.93 * ELEC0191C 08/31/2001 Rates Fringes ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES ELECTRICIANS 29.66 3% +8.33 CABLE SPLICERS 33.23 3% +8.33 ELEC0191D 08/31/2001 Rates Fringes CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES ELECTRICIANS 26.66 3% +8.03 CABLE SPLICERS 29.33 3% +8.03 ELEC0970A 12/01/2000 Rates Fringes COWLITZ AND WAHKIAKUM COUNTIES ELECTRICIANS 26.80 3% +7.50 CABLE SPLICERS 29.48 3 %+7.50 ENGI0302E 06/01/2001 Rates Fringes CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS CATEGORY A PROJECTS (excludes Category B projects, as show 195 http: / /frwebgate.access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &doci d =W A010001 10/23/01 WAIS Document Retrieval Page 7 of 33 below) POWER EQUIPMENT OPERATORS: Zone 1 (0 -25 radius miles): GROUP 'AAA 29.61 8.38 GROUP IAA 29.11 8.38 GROUP lA 28.6i 8.38 GROUP 1 28.11 8.38 GROUP 2 27.67 8.38 GROUP 3 27.31 8.38 GROUP 4 25.21 8.38 Zone 2 (26 -45 radius miles) - Add S .70 to Zone 1 rates Zone 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates BASEPOINTS: Bellingham, Mount Vernon, Kent, Port Angeles, Port Townsend, Aberdeen, Shelton, Bremerton, Wenatchee, Yakima, Seattle, Everett POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP IAiA - Cranes -over 300 tons or 300 ft. of boom (including job with attachments) GROUP IAA - Cranes - 200 tons to 300 tons or 250 ft. of boom (including jib and attachments); Tower crane over 175 ft. in height, base to boom GROUP 'A - Cranes - 100 tons thru 199 tons or 150' of boom (inc _ d TC l i b with attachments); Crane- overhead, bridge type, 100 tons and over; Tower crane up to 175 ft. in height base to boo:::; Loader - overhead, 8 yards and over; Shove_, excavator, backhoes -6 yards and over with attachments GROUP - - Cableway; Cranes -45 tons thru 99 tons, under 150 ft. ofl boom ( ncluding jib with attachments), Crane - overhead, bridge tie, 45 tons thru O9 tons; Shovel, excavator, backhoes over 3 yards and under 6 yards; Hard tai_ end dump articulating off -road ea.:ipment 45 yards and over; Loader- overhead, 6 yards to, but not -._ -udina 8 yards Mucking machine, role, tunnel, drill and,or shield; Quad 9, HD 41, d -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- sell- propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Barch Plan: opeator- concrete; Burp cutter; Cranes -20 tons thru 44 tons with attachments; Cranes - overheads, bridge type -20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel backhoe -3 yards and under; Finishing machine Bidwell, Gamaco and similar eauipmer_t; Guardrail punch; Horizontal/directional drill operator; Loaders, overhead under 6 yds.; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders - finishing; Pildriver (other than crane mount); Roto-mill, roto - grinder; Screedman, Spreader, Topside Operaor -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper - self - propelled, hard tail end dump, articulating off -road equipment-under 45 yards; Subgrader trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blow knox, roadtec; Truck crane oiler /driver -100 tons and over; Truck mount portable conveyor;Yo Yo Pay Dozer 196 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =WA010001 10/23/01 WAIS Document Retrieval Page 8 of 33 GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; Cranes -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers D9 and under; Forklifts -3000 lbs and over with attachments; horizontal /directional drill locator; Outside hoists- (elevators and manlifts), air tuggers, strao tower bucket • elevators; Hydralifts /boom truck-over 10 tons; Loader - elevating type belt; Motor Patrol Grader- non - finishing; Plant Oiler - asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws concrete; Scrapers- concrete and carryall; Service engineers - equipment; Trenching machines; Truck crane oiler/ driver -under 100 tons Tractors, backhoes -under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes -A- frame -10 tons and under; Elevator and manlift - permanent and shaft type; Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts, boom trucks -10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Post Hole Digger - mechanical; Power Plant; Pumps- water; Rigger and Gellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shot crete /gunite equipment operator CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects. Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. WORK PERFORMED ON HYDRAULIC DREDGES: Total Project Cost 5300,000 and over GROUP 1 26.85 8.38 GROUP 2 26.95 8.38 GROUP 3 27.29 8.38 GROUP 4 27.34 8.38 GROUP 5 28.73 8.38 GROUP 6 26.85 8.38 GROUP 1: Assistant Mate ( Deckhand) GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance Total Project cost under $300,000 • GROUP 1 25.51 8.38 GROUP 2 25.60 8.38 GROUP 3 25.93 8.38 GROUP 4 25.97 8.38 GROUP 5 27.29 8.38 GROUP 6 25.51 8.38 GROUP 1: Assistant Mate (Deckhand) GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam, 197 • http : / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010 10/23/01 WAIS Document Retrieval Page 9 of 33 or Booster Pump); Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. HANDLING OF HAZAARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated • hazardous Perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wane rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $.25 per hour. H -3 Class "B" Suit - Base wage rate plus $.50 per hour. H -4 Class "A" Suit - Base wage rate plus $.75 per hour. ENGI0370C 06/01/2001 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), FEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: POWER EQUIPMENT OPERATORS: GROUP lA 20.94 6.02 GROUP 1 21.49 6.02 GROUP 2 21.81 6.02 GROUP 3 22.42 6.02 GROUP 4 22.58 6.02 GROUP 5 22.74 6.02 GROUP 6 23.02 6.02 GROUP 7 23.29 6.02 GROUP 8 24.39 6.02 ZONE DIFFERENTIA: (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinder Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Grade Checker; Hydro- seeder, Muicher, Nozzleman; Oiler Driver, & Cable Tender, 198 http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc.cgi ?dbname= Davis -Bacon &doc id =W A010001 10/23/01 WAIS Document Retrieval Page 10 of 33 Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine GROUP 2: A -frame Truck (single drum); Assistant Refrigeration • Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hdisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable- concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self - propelled); Railroad Power Tamper Operator (self- propelled); Railroad Tamper Jack Operator (self - propelled; Spray Curing Machine (concrete); Spreader Box (self- propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A - frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat; Boring Machine (earth); Boring Machine (rock under 8" bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Tractor (to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze - crete, flow - crete, pump - crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond)(operate drilling machine, drive or transport drill rig to and on job site and weld well casing); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front - end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8" bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments'iincluding clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8" bit & over) (Robbins, reverse circulation & similar)(operates drilling machine, drive or transport drill rig to and on job site and weld well casing); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self- propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar) 199 http: / /frwebgate.access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010 10/23/01 WAIS Document Retrieval Page 11 of 33 GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments, Athey & Huber); Boom Cats (side); Cable Controller (dispatcher); Clamshell Operator (under 3 yds.); Compactor (self - propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline;"Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drag (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D. Welder; Loader Operator (front -end & overhead, 4 vds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber - tired; Screed Operator; Shovel(under 3 yds.); Tractors (D -6 & equilvalent & over); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor Guzzler, super sucker GROUP 7: Backhoe (over 110,000 aw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & sim when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including =e clamshe =- and dragine; Derricks & S-;` l Y s (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -t -red Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rai- and tower), all attachments including clamshell, dracllne; Loaders (overhead and front -end, 10 yards and over); e =_con er Pilot BOO?_ PAY: (All Cranes, Including Tower) 180' to 250' $ .30 over scale Over 250' $ .60 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive 81.00 an hour above classification. ENGI0370G 06/01/2000 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN,, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES WORK PERFORMED ON HYDRAULIC DREDGES GROUP 1: 24.23 5.77 GROUP 2: 24.60 5.77 200 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 12 of 33 • GROUP 3: 24.63 5.77 GROUP 4: 25.02 5.77 GROUP 5: 24.13 5.77 GROUP 1: Assistant Mate (Deckhand) and Oiler GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or Booster Pump); Mates and Boatmen GROUP 3: Engineer Welder GROUP 4: Leverman, Hydraulic GROUP 5: Maintenance HEAVY WAGE`RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. ENGI0612A 06/01/2001 Rates Fringes LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) POWER EQUIPMENT OPERATORS: ZONE 1 (0 -25 radius miles): GROUP "AAA 29.61 8.38 GROUP 'AA_ 29.11 8.38 GROUP lA 28.61 8.38 GROUP 1 28.11 8.38 GROUP 2 27.67 8.38 GROUP 3 27.31 8.38 GROUP 4 25.21 8.38 ZONE 2 (26 -45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates BASEPOINTS: Tacoma, Olympia, and Centralia POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AA.A - Cranes -300 tons, or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes 200 tons to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Crane 100 tons thru 199 tons, or 150 of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Shovel, excavator, backhoes -6 yds and over with attachments GROUP 1 - Cableways; Cranes -45 tons thru 99 tons, under 150 ft of boom (including jib .4th attachments); Crane - overhead, bridge type - 45 tons thru 99 tons; Excavator, shovel, backhoes over 3 yards and under 6 yards; hard tail end dump articulating off -road equipment 45 yards and over; loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self- propelled -45 yds and over; Slipform pavers; Transporters - all 201 http: / /frwebgate.access. gpo. gov /cgi- bin /getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 13 of 33 track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump cutter; Cranes -20 tons through 44 tons with attachments; Crane - overhead, bridge type -20 tons thru 44 tons; Chipper, Concrete Pump - truck mounted with boom attachment; Crushers; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders, overhead under 6 yds.; Loaders, plant feed; Locomotive -all; Mechanics -all; Mixers, asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto -mill, roto grinder; screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment under 45 yds.; Subgrader trimmer; Tractors, backhoes over 75 hp.; Transfer material service machine - shuttle buggy, Blew Knox - Roadtec; Truck Crane Oiler /driver -100 tons and over, Truck Mount Portable Conveyor; Yo Yo Pay dozer. GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; Cranes -A -frame over 10 tons; Drill Oilers -Auger type, truck or crane mount; Dozers -D -9 and under; Forklifts -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /Boom Trucks - over 10 tons; Loaders - elevating type, belt; Motor patrol grader- nonfinishing; Plant Oiler-Asphalt, Crusher; Pumps, Concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrapers - Concrete and Carry all; Trenching machines; Truck Crane Oiler /Driver -under 100 tons; Tractor, backhoe -under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Crane -A- Frame, 10 tons and under; Elevator and manlift- permar_ent and shaft type; Forklifts -under 3000 lbs. with attachments; Gradechecker, szakehop; Hydralifts, boom. trucks, 10 tons and under Oil distri butors, blower distribution and mulch seeding operator; Pavement breaker; Posthoie Digger - mechanical; Power plant; Pumps- Water; Roller -other than Plant Mix; Wheel Tractors, Farmali type; Shotcrete /Gunite Equipment Operator CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full frinae benefits applicable to Category A projects shall apply to the following projects: Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than 51 million where no building is involved. Surfacing and pavinc included, but utilities excluded. 3. Marine projects (docts, wharfs, etc.) less than $150,000 WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300,000 and over GROUP 1 26.85 8.38 GROUP 2 26.95 8.38 GROUP 3 27.29 8.38 GROUP 4 27.34 8.38 GROUP 5 28.73 8.38 202 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 14 of 33 GROUP 6 26.85 8.38 GROUP 1: Assistant Mate (Deckhand) GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance Total Project Cost under $300,000 GROUP 1 : 25.51 8.38 GROUP 2 25.60 8.38 • GROUP 3 25.93 8.38 GROUP 4 25.97 8.38 GROUP 5 27.29 8.38 GROUP 6 25.51 8.38 GROUP 1: Assistant Mate (Deckhand) GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or An ter Pump); Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS HANDLING OF HAZARDOUS WASTE MATERIALS H -1 - When not outfitted with protective clothing of level D equipment - Base wage rate H -2 - Class "C" Suit - Base wage rate + 5.25 per hour H -3 - Class "3" Suit - Base wage rate + $.50 per hour hour - Class "A" Suit - Base wage rate +$.75 per h iivur ENGI0701D 01/01/2001 Rates Fringes CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER EQUIPMENT OPERATORS (See Footnote A) ZONE 1: GROUP 1 28.21 8.20 GROUP lA 29.62 8.20 GROUP 1B 31.03 8.20 GROUP 2 27.03 8.20 GROUP 3 26.31 8.20 GROUP 4 25.82 8.20 GROUP 5 25.25 8.20 GROUP 6 23.01 8.20 Zone Differential (add to Zone 1 rates): Zone 2 - $1.50 Zone 3 - 3.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion 203 http: / /frwebgate.acce ss. gpo. govicgi- bin/getdoc.cgi?dbname= Davis - Bacon &docid= WA 010001 10/23/01 WAIS Document Retrieval Page 15 of 33 Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. • All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall -- receive Zone II pay for ail classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projjects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone I_I pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP _: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Wh___ey Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffinc or tower attachments FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any tvpe; Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; ;Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type); Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant • and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane Operator 50 tons through 89 tons (with luffing or tower attachment); hydraulic 204 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =WA010001 10/23/01 WAIS Document Retrieval Page 16 of 33 crane operator 90 tons through 199 tons (with luffing or tower attachment); TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader Operator, 6 cu. yds. but less than 12 cu. yds.; Loader Operator, 12 cu. yds. and over; Loader 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth - moving equipment (no one operator shall operate more than two pieces of earth - moving equipment at one time); RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator, with tandem scrapers, multi - engine; SHOVEL, DRAGLINE, CLAMSHELL, BACKHOE, SKOOPER OPERATOR: Shovel, etc., 3 cu. yds., but less than 5 cu. yds.; Shovel, etc., 5 cu. yds. and over; TRENCH MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour (two Operators and at least one Grade Oiler required); Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES EXCAVATOR: Excavator o l3n nnn llbc GROUP 3: LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER -TIRED SCRAPERS: Scraper Operator, with tandem scrapers; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds.; Self Loading, paddle wheel, auger type, finish and /or 2 or more units; BULLDOZERS: Bulldozer operator over 70,000 lbs. up to and including 120,000 GROUP 4: ASPHALT: Blade Operator; Blade Operator, finish; Screed Operator; Asphalt Paver Operator (Screed man required); Diesel - Electric engineer, Plant; Roto -Mill, pavement profiler, operator, under six foot lateral cut; BLADE: Blade Operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi- engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & Grinding machine); Hydro Axe (loader mounted or similar type); COMPACTORS SELF PROPELLED: Compactor Operator, with blade; Compactor Operator, multi- engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane hoist five (5) ton capacity or less; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel - Electric Engineer; Grizzley Operator; DRILLING: Drill Doctor; Boring Machine Operator; 205 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis -Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 17 of 33 Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel - electric Engineer; Jack Operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type to yn to including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs throuah 80,000 lbs.; LOADERS: Belt Loaders, Koffman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Toiol System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Flating Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; H.D. Welder; Machine Tool Operator; Coithination H.D. Mechanic - Welder, when dispatched and /or when required to do both; Welder- Certified, when dispatched and /or rea fired; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator, single engine, single scraper; Self - loading, paddle wheel, auger type under 15 cu. yds., Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push -pull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAG.,INE, CLAMSHELL, BACKHOE, SKOOPER OPERATOR: Diesel Electric E ^a__ ^leer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; Shovel, Draaline, Clamshell, Operator 3 cu yds, but less than 5 cu vds. GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator any type), 84; Roto -Mill, pavement profiler, ground man BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, • aunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller- Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under five (5) bag capagty; Concrete Mixer Operator, single drum, under 5 bag capacity and over; Cast place pipe laying machine; Maginnis Internal Full Slab Vibrator Operator; Concrete Finishing machine Operator, Clary, Johnson, Bidwell, Burgess bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms; Slip Form Pumps, power driven 206 http: / /frwebgate. access. gpo.gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 18 of 33 hydraulic lighting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist • Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Lull Hi -Lift Operator or similar type; Fork Lift, over 5 ton and /or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including WHEEL 20,000 lbs.; LOADERS: Loaders, rubber -tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; OILERS: Service Oiler (Greaser); PIPELINE, SEWER WATER: Hydraulic Pipe Press Operator; Hydra Hammer or similar types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi - Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader; with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self - propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler - Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; PIPELINE SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman ENGI0701E 06/01/2001 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES DREDGING: ZONE A LEVERMAN, HYDRAULIC 31.80 7.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL 31.80 7.75 207 http : / /frwebgate.access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis -Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 19 of 33 ASSISTANT ENGINEER 29.69 7.75 TENDERMAN 28.72 7.75 ASSISTANT MATE 26.15 7.75 ZONE B LEVERMAN, HYDRAULIC 33.80 7.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL 33.80 7.75 ASSISTANT ENGINEER 31.69 7.75 TENDERMAN 30.72 7.75 ASSISTANT MATE 28.15 7.75 ZONE C LEVERMAN, HYDRAULIC 34.80 7.75 LEVERMAN, DIPPER, FLOATING CLAMSHELL 34.80 7.75 ASSISTANT ENGINEER 32.69 7.75 TENDERMAN 31.72 7.75 ASSISTANT MATE 29.15 7.75 ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B - Over 30 -50 road miles from Portland City Hall. ZONE C - Over 50 road miles from Portland City Hall. *A11 jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. IRON0014F 07'01/2001 Rates Fringes ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GA RF__LD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES IRONWORKERS 24.52 11.35 IRO \0029= 07/01'2001 Rates Fringes CLARK, CLALLAX, CHELAN, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITTITAS, KLICKITAT, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SKAMANIA, SNOHOMISH, THURSTON, WAHKAIKUM, WHATCOM AND YAKIMA COUNTIES IRONWORKERS 25.82 11.35 LAB0000ID 06/01/2001 Rates Fringes CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES LABORERS: ZONE 1: GROUP 1 , 14.46 5.80 GROUP 2 16.78 5.80 GROUP 3 18.50 5.80 GROUP 4 18.98 5.80 GROUP 5 19.34 5.80 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $ .70 208 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WWAIS Document Retrieval Page 20 of 33 ZONE 3 - $1.00 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall CALLAN, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES LABORERS: ZONE 1: GROUP 1 16.92 5.80 GROUP 2 19.24 5.80 GROUP 3 23.92 5.80 GROUP 4 24.40 5.80 GROUP 5 24.76 5.80 • ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall • ZONE 3 - More than 45 radius miles from the respective city hall LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer /Cleaner (detail clean -up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean -up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred mater4.,al); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper - Tailer; Track Laborer; Truck Spotter; Vinyl Seamer 209 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis -13 acon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 21 of 33 GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder- Mudman; Mortarman and Hodcarrier; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and:Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller- Power; • Raker - Asphalt; Rivet Buster; Rodder; Sioper (over 20'); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shores and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Powderman; Re- Timberman; Hazardous Waste Worker (Level A). Lr300238E 06/01/2001 Rates Fringes ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH _MERIDIAN) FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEN D OREILL , STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES LABORERS: ZONE 1: GROUP - 17.66 5.00 GROUP 2 19.76 5.00 GROUP 3 20.03 5.00 GROUP 4 20.30 5.00 GROUP 5 20.58 5.00 GRO:; P 6 21.95 5.00 Zone Differential (Add to Zone 1 :ate): 82.00 BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone _: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handlerf.Clean -up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form • construction, application_ of concrete curing compounds, pumperete machine, signaling, handling the nozzle of saueezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); Dumpman; 210 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 22 of 33 Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhosemari (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non - mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo -crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collar man, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self- contained breathing apparatus or i,supplied air line); Miner Class "D ", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman LAB00238G 06/01/2000 211 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 23 of 33 Rates Fringes COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN HOD CARRIERS 20.79 4.76 LAB00335A 06/01/2001 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES ZONE 1: LABORERS: GROUP 1 22.27 6.75 GROUP 2 22.77 6.75 GROUP 3 23.15 6.75 GROUP 4 23.47 6.75 GROUP 5 20.12 6.75 GROUP 6 18.06 6.75 GROUP 7 15.36 6.75 Zone Differentia_ (Add to Zone 1 rates). Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE _. Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE More than 40 miles but less than 50 miles from the respective city hall. ONE 4: More than 50 mules but less than 80 miles from the respective city hal :. ZONE 5: More Than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Groomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Guard Rail, Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Siopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines 212 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 24 of 33 or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzlemen -Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or • Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel - Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber- mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster • GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) - applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman- Tunnel; Shield Operator - Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers PAIN0005B 06/01/2000 Rates Fringes STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES STRIPERS 20.65 5.85 PAIN0005D 03/01/2000 Rates Fringes CLA.LLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES PAINTERS 22.94 3.73 PAIN0005G 07/01/2001 Rates Fringes ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, __ WHITMAN AND YAKIMA COUNTIES PAINTERS *: 213 http: / /frwebgate. access. gpo. gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page b of ii Brush, Roller, Striping, Steam- cleaning and Spray 119.17 4.24 Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples 20.17 4.24 TV Radio, Electrical Transmission Towers 20.92 4.24 Lead Abatement, Asbestos Abatement 20.17 4.24 *$.70 shall be paid over and above the basic wane rates listed for work on swing stages and high work of over 30 feet. PAIN0055C 11 /01/1999 Rates Fringes CLARK, COWLITZ, KLICK__A_, PACIFIC, SKAMANIA, AND WAHKIA_KtJM COUNTIES PAINTERS: Brush & Roller 17.10 3.48 Spray and Sandblasting 17 3.48 High work - All work 60 ft. or hitiher 17.60 3.48 PAIN0055L 06/01/2000 Rates _r_naes CLARK, COWLITZ, K_- CKITAT, SK?MANIA and G,'AHKIAK M COUNTIES PAINTERS: HIGHWAY AND PARKING LOT STRIPER 21.88 4.76 PLAS0072E 06/01/1999 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITT :T S, LINCOLN, OK1- NOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES ZONE 1: CEMENT MASONS 21.57 5.24 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office PLAS0528A PLAS0528A 06/01/2001 Rates Fringes CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, 214 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 26 of 33 THURSTON, AND WHATCOM COUNTIES CEMENT MASON 26.34 8.99 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, • POWER TOOLS, GUNNITE NOZZLE 26.59 8.99 PLAS0555B 06/01/2001 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ZONE 1: CEMENT MASONS 24.04 9.00 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS 24.48 9.00 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD 24.48 9.00 CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD 24.93 9.00 Zone Differential (Add To Zone 1 Rates): Zone 2 - 80.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: BEND, CORVALLIS, EUGENE, LONGVIEW, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall PLUM0032B 06/01/2001 Rates Fringes CLALLAM, KING AND JEFFERSON COUNTIES PLUMBERS AND PIPEFITTERS 31.38 11.23 PLUM0032D 06/01/1999 Rates Fringes CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN • (NORTH) COUNTIES i PLUMBERS AND PIPEF_ITTERS 23.47 8.67 PLUM0044C 06/01/2001 Rates Fringes ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN (EASTERN PART), PEND ORIELLE, STEVENS, SPOKANE, 215 http: / /frwebgate. access. gpo. gov /cgi- bin /getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 27 of 33 AND WHITMAN COUNTIES PLUMBERS AND PIPEFITTERS 26.21 9.14 • PLUM0082A 06/01/2001 Rates Fringes CLARK (NORTHERN TIP INCLUDING WOODLAND), COVwLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNT ES PLUMBERS AND PIPEFITTERS 24.57 :4.72 PLUMO265C 06/01/2001 Rates Fringes ISLAND, SKAGIT, SNOHOMISH, SAN JUAN AND WHATCOM COUNTIES PLUMBERS AND PIP- -TIERS 28.37 10.24 ---------------------------------------------------------------- PLUMO290K 10/01/2001 Rates Fringes CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) PLUMBERS AND PIPEFITTERS 31.52 10.80 PLUM0598E 06/01/2001 Rates Fringes ADAMS (SOUTHERN PART) , _SOTI (EXCLUDING THE CITY OF CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF) , FERRY RRY (WESTERN PART) , FRANKLIN, GARFIE_D, GRANT, z :ITT:TAS (ALI BUT NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART) , OKANOGAN (EASTERN) , WALLA WALLA AND YAKIN = COUNTIES _L=EDS 28.85 11.55 PLUM063IA 06/01 Rates Fringes MASON (NE SECTION), AND KITSAP COUNTIES PLUMBERS /PIPE- __ERS: All new construction, additions, and remodeling of commercial building projects such as: cocktail lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes where the plumbing and mechanical cost of the project is less :,char, S100,000 14.55 7.98 All other work where the plumbing and mechanical cost of the project is $100,000 and over 24.65 13.41 216 http: / /frwebgate. access. gpo .gov /cgi- binIgetdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 28 of 33 TEAM0037C 06/01/2001 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES • TRUCK DRIVERS ZONE 1: GROUP 1 23.40 8.30 GROUP 2 23.52 8.30 GROUP 3 23.65 8.30 GROUP 4 23.91 8.30 GROUP 5 24.13 8.30 GROUP 6 24.29 8.30 GROUP 7 24.49 8.30 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER • ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w /load bearing surface; Articulated dump truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete pump truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom truck /hydra lift or retracting crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /articulated dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier'qused in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. - is. and including 7 cu. yds.; Vacuum trucks; Water truck /Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or 217 http: / /frwebgate. access. gpo. gov /cgi- bin/getdoc.cgi ?dbname= Davis -P acon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 29 of 33 combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated dump trucks; Selfpropelled street sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic Welder Body Repairman; Utility and cleanup truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt burner; Dump Trucks, side, end and bottom cutups, including Semi - Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes articulated dump trucks; Fire guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes articulated dump trucks GROUP 6: Bulk cement spreader w/o auger; Dry prebatch concrete mix trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes articulated dump trucks; Skid truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes articulated dump trucks; Industrial lift :ruck (mechanical tailgate) TEAM0174A 06/01/2001 Rates Fringes CL_, AN, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, r SO;, PACIFIC (North of a straight line made by extending the nor_: boundary line of WahkiakuIm County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND t ^i HATCOM CO;.NT:ES TRUCK DRIVERS; GROUP 1: 24.94 9.12 GROUP 2: 24.36 9.12 GROUP 3: 22.08 9.12 GROUP 4: 18.00 9.12 GROUP 5: 24.70 9.12 TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotraiier, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top - loaded equipment transporting material: Damp Trucks, side, end and bottom dump, including semi - trucks acid trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck - 3,000 gallons and 218 http: / /frwebgate.access.gpo. gov /cgi- bin /getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 30 of 33 over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four - wheeled power tractor with trailer and similar top- loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and /or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno -Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber - tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +5.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit. LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self - contained breathing apparatus or a supplied air line. ZONE DIFFERENTIALS Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRAVEL - Zone A - 0 - 25 miles - Free Zone Zone B - 25 - 45 miles - $ .70 per hour. Zone C - Over 45 miles - $1.00 per hour. TEAM0760C 06/01/1999 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, AND WHITMAN COUNTIES TRUCK DRIVERS (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) 219 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid =W A010001 10/23/01 WAIS Document Retrieval Page 31 of 3j ZONE 1: (INCLUDES ALL OF YAKIMA COUNTY) GROUP 1 17.42 7.31 GROUP 2 19.69 7.31 GROUP 3 20.19 7.31 GROUP 4 20.52 7.31 GROUP 5 20.63 7.31 GROUP 6 20.80 7.31 GROUP 7 21.33 7.31 GROUP 8 21.66 7.31 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Muicher; Seeder & Muicher; Stationary Fuel Operator; Tractor (small, rubber - tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under), _lat Bed Truck with Hvdraul_ic System; Fork Lift (3001 - 16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors _'ruck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); __reperson; Transit __fixers & Truck Hauling Concrete (3 yd. to & including 6 yds.; side, end, bottom & ar laced end dump (3 yards to and _ncludina 6 vds .) ; Warehouseperson ( to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end durnp (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0 -8,000 gallons) GROUP 5: Durptor (over 6 yds.); Lowboy (50 tons & under); Self - loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck - Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- . end Dumps; Transfer Tru:4k & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DW's & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons) 220 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WATS Document Retrieval Page 32 of 33 GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A - B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self - contained breathing apparatus. NOTE: Trucks Pulling Equipment Railers: shall receive $.15 /hour over applicable truck rate - ------------------------------------------------------------- - -------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to - whit_ welding -------- rc ----- a - - - - -- Un'_isted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a) (1) (v)) . the listina above, the "SU" desianation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations = n_dicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classifications and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys., should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal 221 http : / /frwebgate.access.gpo.gov /cgi Dinigetdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 WAIS Document Retrieval Page 33 of 33 process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question'in 1.) is yes, then an interested party (those affected by the action) can request review and -- reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Consti tution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the reauestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Waae Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION 777 http: / /frwebgate. access. gpo .gov /cgi- bin/getdoc.cgi ?dbname= Davis - Bacon &docid= WA010001 10/23/01 PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non - Collusion Declaration Non - Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List Z.'JAN\SPECS'G8108.DEP.wod 223 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of • INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD CITY OF YAKIMA PROJECT NO. 1935 and that the Plans, Specifications, and Contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said Plans, Specifications, and Contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown and shall be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. Z.UAN \SPECS\98108.DEP was 224 ITEM PROPOSAL BID SHEET INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD CITY OF YAKIMA PROJECT NO. 1935 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS . . ... . - 1 SPILL PREVENTION PLAN - - - LS 1 :1 - () ei '00 ... 1-07 15 . .... . 2 MOBILIZATION - - - LS '3 :.), 0 0 . 00 1-09 7 . , . 3 MAINTENANCE AND PROTECTION OF TRAFFIC --- LS ?.) t_J On • 00 1 4 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - - - LS a f3 3 S • 00 - 2 5 IMPORTED SELECT BACKFILL, AS DIRECTED 80 CY — /J 5 C 5 ci.; 0 Cs -00 v 2 6 SHORING OR EXTRA EXCAVATION 520 SF 0 a5 1. 0 •00 ,-' 2 7 ASPHALT PAVEMENT REPAIR 40 SY 0, (p , 0 0 i 0 ( 4 6 • 00 5 5 8 CEMENT CONCRETE BARRIER CURB AND GUTTER 20 LF 8-04 5 9 CEMENT CONCRETE SIDEWALK 50 SY 33. 00 1 I 5 0 • 00 8-14.5 .. , 10 REMOVE EXISTING CITY STREET LIGHT 1 EA • C .I () . 0 0 4 3 • 8-20.5 ... 11 TRAFFIC SIGNAL DISPLAY AND DETECTION SYSTEM - - - LS a 5 ( lalf,11,11.1, 8-20.5 Z..JAMSPECS\98108 DEP.wpd 225 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS 12 CONTROLLER EQUIPMENT TRAINING - - - LS £ 1 - 1 7 -10.5 • 13 REPAIR OR REPLACEMENT - - - FA 52.000.00 8 -30.5 TOTAL '4 i, a m; •i , e 4 • • Z.UAMSPECS\98108.DEP wpd 226 ._ __ .__ BID BOND FORM T1 Herewith find deposit in the form of it certified check, cashier's check, cash, or id bond in ' the amount of $ `�7 v / ✓7 , which amount is nil an five percent (5 %) of the total bid. 6 Sign Here " °..`� i" t al/4 F y ,1, p 1 /Rtsm,,Or° BID BOND KNOW ALL MEN BY THESE PRESENTS: That we. S ELECTRIC, INC. as Principal, and American Casualty Company of Reading, PA. ,as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of FIVE PERCENT OF AMOUNT OF BID Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. . I The condition of this obligation is such that if the Obligee shall make any award to the Principal for INTERSECTION SIGNALIZATION PROJECT - NORTH 40TH AVENUE AND CASTLEVALE ROAD 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 giVebond 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 14TH DAY OF NOVEMBER , 2001 . KNOT L . SELECTR I C. r� %r %" Principal fa 'rO (. O pd, r e',' c e 0i— AME t CAN CASUA 1Y C1 11 i f ' OF, READING, PA. Sure, ANA B. PERKINS, ATTORNEY -IN -FACT . 20 ., Received return of deposit in the sum of $ Z V 4 e. SPE CS' OS' D E , ' POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called "the CCC Surety Companies "), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Don W. Emerick, Jr., Carol Korn, Jana B. Perkins, Lissa M. Shively, Individually of Yakima, Washington their true and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 5th day of October , 1998 . CONTINENTAL CASUALTY COMPANY � A.P� GASUg 4 l 0 4\ 'NSUR4 y `o �AN, o F � o NATIONAL FIRE INSURANCE COMPANY OF HARTFORD coaPOMre �,f `T *s AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA S JULY 3i. 4i/ FJ1L ` z c L a t ' y JU (( JJ op no/ HARD • Marvin J. Cashion Group Vice President State of Illinois, County of Cook, ss: On this 5th day of October , 1998 , before me personally came Marvin J. Cashion, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 114al? ah'e NOTARY PUBLIC h o ok Co' •• My Commission Expires March 6, 2000 Mary Jo Abel Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the e e reverse f are still in f rce. In tesfmony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 1 day of �. (} — 1 GASU CONTINENTAL CASUALTY COMPANY �P� A ' - # 9isuRA . eon NATIONAL FIRE INSURANCE COMPANY OF HARTFORD ,,2 aPOAarE O g * AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA Z I n I JULY 71, /� • �J SEAL `c < 1902 a� a, i / '1 1697 NARK b • Mary A. Ribikawskis Assistant Secretary (Rev.10 /1 /97) Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article IX— Execution of Documents Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in- fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. • "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article VI—Execution of Obligations and Appointment of Attorney -in -Fact Section 2. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorney -in- fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by the Board of Directors of the Company. "RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time to time, appoint, by written certificates, Attorneys -in -Fact to act in behalf of the Corporation in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such Attorney -in -Fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney -in- Fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation." 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 \SPECS\98108.DEP wod 228 NONDISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places. available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to en't,er into such litigation to protect the interests of the United States. Z UAN SPECS\98108.DEP.wpd 229 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal INTERSECTION IMPROVEMENT PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD CITY PROJECT NO. 1935 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name J ;, Item Numbers 1=-7 ti-7 f Subcontractor Name t t? fi k� J -� L.6, 0 Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: Pnme Contractor Name Item Numbers f ._ 0 /t �-/ _ /3 -' � °� � ° �r `�' 1 Z. JANSPECS`98108. DEP.wpd 230 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.JAM.SPECS\98108.DEP wpd 231 RESOLUTION NO. D 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance car=ies with it the ob.i- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention. of the City of Yakima that Women And Minority Business Enterprises shall have the maximum cable opportunity to par"-'pate -he per of p ract_ _--• ' such t. ^ ' : " works, and WHEREAS, the City of Yakima is determined to maximize Minority Business Enterprise opportunities for part_ - cipation in womer. A�... - - -� - - -. .. is c t:pet :ve bidding process through the adoption of =he "Women And Minor Business Enterprise Policy" statement a.._G•...e l.. hereto, now, therefore, BE I_ RE.,.,_._., BY THE CTTY =NC :L CF THE CITY OF YAK :MA: The City Cow._ -- hereby adopts _he .ore:: And ::incr - ty Bus.-ess _ .-ter .se Policy", a ccpv o: ..c__- is attached hereto and by ^o' r°_ ice =a de a part hereof. • ......_ _..J ... THE lr_T. r.J...Y .._- :_'s _ Y - _ day of . .•tJli , Mayor ATTEST: City Clerk 232 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. Z'JANSPECS\98108.DEP wpd 233 The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make ake every effort to promote after - school, summer and vacation employment to minority youth. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non - segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women 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.UANSPECS\98108.DEP wptl 234 1 L BIDDERS CERTIFICATION L A bidder will not be elicible for award of a contract under this invitation for bias unless such bidder has submitted as a part of its bid the following certification. which will be deemed a part of the resulting contract: Y� �' °) I A < i . , ' f r a c 9 C certifies that: �+ ( rtencs :c :Se :fie `CIICwIr'C iiSteC cons: uc :;on trades :r the work 'under the Contract and: .�J .., :hose :razes Wr S 'ed rec ^ l .,, e ;rciticns :c ccrno. y wi these Sid .. o c: :: ,^ 7. . S. -s :7° 7^. .. ... „i - cr:ti arc we en ^wcrxfcrce itiiLcatler, coals and the _�ec.=•c a=• - - a.. = ,..c,. �.e�s ede = cr- ece.al` in the WaS-irc or area suciec .these ci::Cns. :rose .races ce:nd: 1 A ar.d; _ t 'NW a r eacr of •t5 SUCCCntract„rs and SUC ^:t to '.fie contractind or acminlstenng =se £.0 (Sldr a: 'r° CT r1. Re ✓reSer'.:c'.iVe l•� Eidder) 9 j j j 235 1 1 SUBCONTRACTORS CERTIFICATION Subcontractors' Certification is not required at the time of bid. This Certification must be Y completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) It intends to use t'e 'cllcwrc Iisted constructicr.:races in :he work under the suoccrtract anC; 1 =s :c :ncse ,races "Cr W'IC' is `ecuired by these ..;c Conditions to ccmo y wit", these Bic : ;cns. acct :s Tr:ii:,,. , iinor;r an, women wo crce utilization Ccaij anc the szec.f,.. a -,. Tative acticr. steps fC" ail constr.:caon work ( O :r :ece ai anc non- fecerai ) In Y arcU^a. J:asrr or.. s��1Gc : :c .rese SIC Ccncition. :rose :races Pear anC: a _ cctan eac"' of ._ s;_.:occn:77.otors : . c awarc cf ar' s act lancer _ _ _ », C _ J y ese E,c con: -. n..c. • (Signature of Autnorzee Representative of Suocontractor) 1 4 236 r 1 Materially and Responsiveness 1 The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will covem the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification wilt renter the bid non responsive. Compliance and Enforcement Contractors are responsible fcr informing their subcontrac :or (regardless of tier) as to their respective ooligations uncer the conditions of the contract here (as applicable). Bicaers, contractors and subcontractors herepy agree to refrain, from enterrnc Into any contract or contract n c� 'Executive v e 1 er 1 A er ec September A 1 96 ,tip ..,�ci, :c =t :cr s:.�.,ie to axe ... :� .,rc... 1 2�ir, as ar-� c on Se,.tembe 24, 1965. `N,., a contractor ee parrec from, or wro 's ceterrnined not to be a responsible' bidder for, covemment • ccritrir-ii-tc arc 'ecerally aSSis:e^ :_r'S :ruction contracts pursuant tc Executive Order. The :iccer. „c cr s..cccrtrac:cr shaii zprry out such sanctions arc penalties for violation of ire equal ccri tummy clause inc: ding sus ensicn. termination anc cancellation of exis:inc subcontracts as may oe imposes cr crcerec cy :re acminis :ertrg agency, ire contracting agency or the C„ice of - l Ccr.:rac: Cornoli nca _. uan: Executive Crcer. r, n . ,. a -�,.� tc the ,4m disco. cr contractor cr s..cccntractor wnc snail faii :c carry cut sucn sanctions arc Denaities snail be ceemec tc be it : ance with , :nese Bid c,ticrs arc Executive C r der 11246. as amenced. , , ` nereir !s irtencec to .e. :e.e any „cctrac :c, or succor :tractor during :he tern cf its contract or this brolec: from car iciiorce with Executive Orcer 11246, as amencec, and the Equal CoPcrurity Cause of its contract. Violation of any sucstantiai recuirement in the affirmative action plan by a contractor or succcntrac :cr covered by these ESC Corditicrs including the failure of sucn contractor or subco. ntractor :: make a Cccc =etr =et. F".., t to meet it fair snare .: the :race's _dais of n incri,y anc women workforce jtiiigaticn. arc ;Fall ce roures for Ir:ocsiticn cf the sanctions erg penalties : cvicec Section 209 (a) cf Crcer 11246. as amended. _a r agency snail review its contractors' and succorer actors' employment practices during the rte . _c. - - :et - _ E: ve r,..nor c c of sc :i've i t :.1a :. c 0 7.. shati sc rcti: c .., -i.3 of Feceral Contra:: Ccmcllance wnicn snail ce sole!;/ responsidle for any final Determination of that question and the Consecuences thereof. recarc to these conditions. if the contractor or subcontractor meets its coats or if the contactor or suocontractor can remonstrate that it has mace every good faith effort to meet those coals, he contractor cf the subcontrac :cr snail ce presurr ec to Pe In compliance with Executive Order 11246. as amended, the implementing reguiations anc its obiigations under these Bid Conditions arc nc formal sanctions or prcceecincs leasing toward sanctions shall be instituted unless the acency otherwise eetermines teat the contractor or subcontrac :or is not providing equal empioyment opportunities. In judging wnether a contractor or suocontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where ttiq finds that the contractor or subcontractor has failed to comply with the recuirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate uncer Executive Order and the regulations. When the agency proceeds with such formal 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 shift to 237 • him the reauirement to come forward with evidence to show that he has met the "aooe faith" reouirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward tne attainment of its goals within its timetables. The pendency of such formal 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 contractor" within the meaning of the Federal Procurement Regulations. t the with m contractor ran It shall be no excuse a that the union � wiu i which the C:ui a ..��� has a collective :3ar�a., 9ng acreen en: providinc for exclusive re *e. i al failed to refer minority and women employees. T ne procedures set forth in these conditions shall not apply to any contract when the head of the C071t7aCarIC or adrrnnisterinC agency oeterrnihes Mat suon contract is essential to the national security ana tnat its award without following such procedures is necessary to the national security. .ipon making such a (Determination, tne agency head will notify, in writing, the Director of tne Office of Federal Contractor Compliance within thirty, days. Requests for exemptions from these Bid Conditions must be made in writing, with IustiflcaIlon, to Director Office of reoeral Contractor Compliance U.J. Deparrrierli of .apoi Vvasnincton. .v. 2C 2 i C and s`a: DE forwarded tnrouch and wit;, the enoorsement of the agency head. Contractors and Suocoi tractors must keep such records and file such reports relating to the provisions of these Bid Conditions as snail oe reourec oy the contractma or administering agency or the Office of Fece a Contractor Compliance. 238 PROPOSAL INTERSECTION SIGNALIZATION PROJECT NORTH 40TH AVENUE AND CASTLEVALE ROAD CITY OF YAKIMA PROJECT NO. 1935 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 ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ (S ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND K IN THE AMOUNT OF 5% OF THE BID " Receipt is hereby acknowledged of addendum(s) No.(s) , , and SIGNATURE OF AUTHORIZED OFFICIALS rfforci P. Kibbe / re; 6 ci 'en FIRM NAME `ti`l(ybC.I El IC;C.f(iC) 6 toE'. (ADDRESS) VD I _..I E' n x'1('1 in, 3- Lan E.% PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER FEDERAL ID NO. ( I) 0 - 1 7 g - 1 7 ( 0 1 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 makq reference to the following proposal number in your communication. Z:JAN\SPECS\98108.DEP wptl 239 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is 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 UST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/W BE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non- responsive. • The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z: OAN\SPECS198108.DEP.wod 240 PLANS & DETAILS Project Details City Standard Details Z.'JAMSPECS'98108. DEP.wpd ' . • . • • ' - • _ • 0 I I C / Iwo cr cr ill ,r, wolk c • , / Moy cd-o Or il.ed wi IP -11 - — Single (ross work to hall:: iSlood. - 'ri Ffroosioo ,, . joint (Ire) /--Looding ISee Nofit AI •No 2' MIN f to qe o / -I I 1 1 ,f7 p trx tor fk l ' r 1 ) r le 0 //\ SECTION A-A detchl 8. Note ti -----,-. C ' Oki. , B 8 , .., -......1_49„..,..„1 1,1)......... Ne.'2 ••• 1■11IIIIIIIIIIIIIII I I II , / \ , ., • • Y B - w 1 r ls i on illtA INP •. ....-1 f 5. .- - ./.,). 4 ---- - _- S IDEWALK AND CURB lo . MAX T E ot Jo 7.4 -------______ 11 Mili RAMP DESIGN A 11 –44Rar n forridot oin ... 118J Flo•Sh w; to r oar1w0y (Or f polo. surfoce Or gutter pon ,' Th■cken edge to hill CURB RAMP '''''"e drpth of odiry ror h SIDEWALK AND CURB RAMP DESIGN D SECTION B-B lypirol pinnlidg- 7 , t or ricr wi tih dIernt drf r firl i trS Strip 15ee note 41 i nt 2% NOTFI C areo Oefliod Sidewalk ---- 175' MINI Orr JO i to tr or, i I ion to e•istiog ground. I I \ 1 7"-------3 AF'7 r, ' „--- Cement f once eft 71111F. i fur h rthOlp OPS ; cy o A rind 0 or r• thr k SECTION C-C . L. ___.– Florr ler Curb / V c I pr e f r r ed des r rr . 1.0:n Fir 11 Priv p Dr5 I cr i ( or, I y when 'IP i the! (1(.5 ; on A 'In 0 u. I I wor . ftirr ret . ■rpritIS i On i 0 i lit %.' f wpOrrS i nri Joint Ilse CU b Porno Pr-r, i gr. D Of, i y wi th tor or r orlirri intersect ions Icy rotor nu, 15 / . 2% i ismojir 4 El 1 13 )4:01— --------1.---1. 4140 ...0 2 04 . milivair - mm EAPoosioo 7 1hftken edge 10 full joint (TYPI .ridih N;fh roodwoy IINAmmm ( 7 SIDEWALK AND CURB drptt, of adjacent curb fur foci or gut f •T par. (See Nofe 10) ft1N RAMP DESIGN 8 SECTION D-D CURB RAMP ALTERNATE 6' .-----. A' IA V? Aiket Sign R7-8(11 Prr -- ___ M 1. 14 4A, 4e of 114sk . •,, Si rtrwo I kr 4 ftSr ' t '1 % _ ... -2- • TA 1/2'. 1 , _ 1', ecost Cement inr■Cr Er 1 e FirIrrsror I: -01 I - W. 1 V V e„, ... ... • f / , .6 i I f or hs 7 Yr - amminmm. _ 30• - - 0 ( el 4 poidted 3 i ktin; , 4 41111 / ( st, ir•es, • liONAL l'C'' elk _ __ # Nom( rro i OimerrSiOnS ,---.— pPlpES MAY 3,i60 CEMENT CONCRETE 8 ' .._. III' 8 .r, .1 M411 8 j , .. s' miN 9 RAMP TEXTURE DETAIL SIDEWALK AND t accecsible 1 APPROACH DETAILS MI 1 ir St , 101 I 1 rts1 stall 0 STANDARD PLAN F-3 Bock of sidewalk ACCESSIBLE PARKING SHOWN WITH CONTINUOUS CURB RAMP WEE/ In 211ff 13 SIDEWALK AND CURB •• 4 sp,,ces at 16 1 see contract plans) • APPROVFO rum MRS CAT ioN RAMP DESIGN C 4/01 •T [ memo - cune Awe 4103 71/.11 'lama/4 MOAT r T r.. .. ar* D __.. 7rar !?.'___ T v w y . ....,. In A woulern ,, Matrornan3+1 . _ . ' I H Nfl IF, S G-4 1. A 0 3' wide ocressible route shrill be fl MIN mninlolned in aif pedeslrtnn accessible areas. 1 _ __ __ 1 MIT! ; 2. Cot 1 IrortiOn joints shalt be placed nIonq s idewolk3 17 1 -- at I5' moximum spnrinq. All joints shrill be z x - 1 1 � f � c l e a n e d and edged. 3 _._ - _ _ -_.. Ar'cessible rnide 3. Inlets shrill. be located so that runoff does not kn -- la f 0 pons inn taint / 1p" fxpni i5 inn Joint f low past r'rub ramps. • / .... Cement 000i i r,�ele ant• 0,d q it, t 4 . ll�i .o n p rate the fnl low0 q c 5rrt ; hewn ISrr '.11111(1,1, .l I Inn. / - roving, men may also r n 0, t O r r0, a t i vP , IIn Mlle, nnh dl,1 i ( emenl it ronr 0 el nob 5 pen qr acted pav rig. Noised or leveled planter 0, rpt r 501 t i an 5l iown ISrr ;tnndnld Plans Benches r0, SPnl inq or ens. H OPTIONAL APPROACH - HALF PLAN (•j 4 h,, 01100000 nh n den i qns l S. Curb romps Shall he poured 0,5 0 Separate unit STANDARD APPROACH HALF PLAN h •N N from the sidewalk, isolated h n ex onsiojoint 6' MIND 1 G' MIN mole, ial on oil sides except at end of romp next to the rondwn 1. __... -j I- I - 3' MIN 8 - -�0 ____.._ y. F -1 _l --. -. -_ _. __� MA% (See Note In) i5 r 00, OP TIONAL APPROAC HALF ELE /% 6. Minimum (onions width e' for new SPA Co ndon. /, S ec Note In) 0,l ter 0,t inns, the minimum is 3 . See Contract Note} 11 a 11 50 npli al App. +rich only when n Sidewall Plans. STANDARD APPROACH - HALF ELEVATION 5 n.ed 0,t the Of oaf!, optenorli and the s 'lewnik is Set hn11 n ninimum 0,0 6 feet 10 rim rurh. 1. Ramp texturing i5 to be done with on expanded metal grate placed and removed from wet concrete 1r nns1 tine re en to leave o diamond pot tern aS shown. the long 0xi5 of the diamond pattern shall be i, / �� pr, prndirulor to the curb. Grooves shrill be 1 /( deep and Y.' wide. \ - �1 �,'� - - - - A. See Contract Pions for mounting height of Sign �I 141 801. I `� \ \ -_ � 9. Cement concrete approaches sholi be ronstrucled �� � � �� of air entrained concrete Class 3000 and may be \ \ pour ed integrti with curb. '-�\ 10. When a flush condition is not feasible, the Change Cement concrete curb and gutter In elevation between surfaces shall not exceed Cement concrete Curb and gutter section shown (See Standard Plano The edge O1 the higher Surface, up t0 1�� In height. for other curb designs) - -- a may b! vlr 11O1. The edge Of ih! hig hly Surface. UD sect IOn Shown I See Standard PIOnS^' for other curb designs} t0 0 / t In height, shall De Devella rl th o 71oDe no • steeper that 211. STANDARD APPROACH - HALF ISOMETRIC OPTIONAL AP HALF ISOMETRIC Qy^ 1 /A" ExponsOoo Joint t /s" Fxpnns ion ,taint S _ Q QM A M� q / 1 6 PAIN N ys #J, � 1 - - ar. zz F'� 1Y7 1 'I / ,10. . .. -6 MIN 11 Thickened edge Of approach_ O# /! � • !r — Thickened edge Of app, OOCh to to full depth of curb �E' O C1510 \? �� full depth of curb SECTION G -G ff 'ONAL IIO SECTION H H Min, 6 thick Sidewalk 'EXPIRES MAY 7,2000f in approach area CEMENT CONCRETE 1. - -- " SIDEWALK AND il rvJ SirfewoIk NIrtiprin1 APPROACH DETAILS 1 R IS • ' C L..,,,,\_...„..._. 0N 1 STANDARD PLAN F -3 Planting Strip { \�\ 17 MItJ. I MCI ?tTP9EfTf! \ .! ...111 0 lirP11HIX11T21N } - --' --- non rra.r 6F �. Optional Approach S /oO MIMMDMInN6411mmworeqi rive ___DEL_ .x». n• .- n,Hro w.r •m+ APPROACH PLAN i ■ ' ::..relr■.■LN 1 I I. L_ , 4 BOLT GALVANIZED STEEL BASE PLATE 5" x 7" OVAL HANOH _ •,.___. WITH REMOVABLE COVER REMOVABLE BAS_ COVER (2 PIECE) - FINISHED GRADE i�� -- '. J� �— , , �?/A` yea 1 . �.I` CEMENT CONCRETE ANCHOR 36" DIAMETER x 8 DEPTH. FORM 24" SQUARE x 4" DEPTH AT TOP '-"— OF BASE (CHAMFER EDGES). GROUT BETWEEN ,/ e' ` ANCHOR BASE AND BASEPLATE AFTER POLE ii+ g i. 1 IS PLUMB AND SECURED. a SCHEDULE 40 PVC r • - I. CONDUIT(S) EXTEND 4 GALVANIZED STEEL ANCHOR BOLTS WITH c" ABOVE BASE I DOUBLE NUTS AND DOUBLE WASHERS. ANCHOR ANC RDGL_ ENC - - BOLTS SHALL EXTEND 4 1/2" ABOVE CONCRETE TOWARD HAIVDHCLE ! .•� BASE. BOLT CIRCLE DIMENSIONS AND ANCHOR IN POLE. t' \� BOLT SIZE SHALL BE SUBMITTED BY POLE h i % ' a . MANUFACTURER. 5 ;/ .' Cl T I • REINFORCING STEEL BARS REQUIRED. 8 - NO. 7 '. - BARS VERTICAL. EVENLY SPACED AROUND cO L I PERIMETER. 8 -NO. 4 HOOPS AT 12" ON t ` CENTERS. 3" MINIMUM CONCRETE COVER. REBAR SHALL NOT BE WELDED. 5/8" x 10' COPPER WELD GROUND 01 ROD (SERVICE POLE ONLY) E6 SIGNAL POLE FOUNDATION N,TS City o YcKirno — Engineering Divisicn APPROVED: 9.20.99 • STANDARD DETAIL SIGNAL POLE FOUNDATION I E6 CITY OF YAKIMA 1 ■ , TRAFFIC SIGNAL HEAD BRACKET SHALL BE BANDED TO MAST ARM WITH 3/4" BAND. _ 1 I , `` i � i 1 /` " i _ 2_T _ STEEL _l — Ill — 1 1/2" CAPPED J NIPPLE W/ WASHERS I 1/4" x 3/4" HEX HEAD BOLTS W/ WASHERS & NUTS TOP VIEW BACK PIECE – 4 HOLES W/ 2" CENTERS TRAFFIC SIGNAL I 7 HEAD • 0 ; ) 1 C"---) i I MAST ARM i . V 2 1 /2" --I FRONT PIECE – 2 SLOTS W/ 2 1/4" x 1/4" 1 7/8" HOLE (NIPPLE W/i CAF NOT SHHOWN) END VIEW NOTES 1. BRACKET SHALL BE ADJUSTABLE FROM 10" TO 14" TOTAL LENGTH. E7 SIGNAL HEAD REAR SUPPORT NT7 City of Yekirnc – Engineering Division • APPROVED: 9.20.99 CITY OF YAKIMA STANDARD DETAIL I SIGNAL HEAD REAR SUPPORT 1 E1 1. 1 r r 2 M = < ALL CONDUIT TO CLEAR LOWER 1 c CENTER MACE OF CABINET BY y , 1/ YI m AN BOLTS AND DATA FOR c I SPACING T O BE SUPPLIED BY I CABINET MANUFACTURER W�� 4' y„IPFITTER . -- SHIM TO PLUMB 3 o :4 " "� i i� / _ #4 BAR EACH CORNER c ' I ! I — 4' GALV, STEEL PIPE • n o I j : I , i �- -n 3' x S' HANDHOLE MATH COVER ��. a . /aC al i 111 5 /8' x 24' s 4' GAIY. STEEL 1 MIN. is HOOPS 2 ANCHOR BOLTS IV MAX. t H. 3 /'J' PIA PLA571C DRAW TU9E 2' MAX.1 — — #4 BAR EACH CORNER ',�/ � —� � i I ' 1:::,,,,,xx _ 1 3' uAx CAB. EASE + 2' j 3 2 • 1 /2• I f- - 2 1/2• ° _ 6 " I I 15 I " I 1,4 BARS O 1' CENTERS NI la I I I I CI 2_D• I I n N 1 ry `� ; J BAR EACH < . _ \Le. CORNER PEDESTAL MOUNT m / 4 HOOPS • 2 N i - 2 \ 1 It k II n O< N O I 1 1 O ��. L A1111 1 I. I NOTES 1. PAD AND PEDESTAL MOUNTS SHALL BE CLASS B CONCRETE UNLESS A I 1 1 - LOCATE CONDUITS CENTRALLY NOTED OTHERW ON THE PLANS. TI U L. W FOUNDATION. INSTALL ONE ISE SPARE 2' CONDUIT AND CAP. 2. WHERE PAD OR PEDESTAL MOUNTS ARE LOCATED IN A SIDEWALK, OTHERS AS REWIRED. CONSTRUCT WFER MID USIDDEWALK SIDEWALK GRACIE, OMITTING PAD MOUNT 3. PAO MOUNT DESIGN IS TYPICAL CONTRACTOR SHALL UTTUZE CABINET MANUFACTURER'S SPECIFICATIONS O � PROPER O E N E /� ON BASE WITH RESPECT TO CONDUIT 4' s 9' GALV. PIPE FLANGE SUBMIT FOR APPROVAL A PROPOSED DESGN WITH PLAN' ELEVATION AND ANY RELEVANT SECTION VIEW. 4. EXPANSION ANCHOR BOLTS (KWIK -BOLT. WEJ -IT, OR EQUAL.), MAY ....) 7 M BOLT CIRCLE BE USED TO FIT CABINETS TO EXISTING PAD MOUNTS. FOR R 4 4 (MIN.) N.) BOLT HOLES 5. PEDESTAL HEIGHT MAY BE REDUCED 70 CONFORM WITH $ 3/4' DIA. EACH 7' MAX. FOR ENTIRE UNIT. PEDESTAL BASE DETAILS . e CABINET FOUNDAZION DETAIL Clty of Yakima - Engineerng Divisor APPROVED: 9.20.99 CITY OF YAKIMA - STANDARD DETAIL CABINET FOUNDATION DETAILS E9 1 1 3/8" — 16NC J HEX BOLT . / w/ WASHER — �"�'� II COVER t B P r Y �r SKID RESISTANT CARRIAGE BOLT �/ SURFACE w/ WASHER f O �` BOX \� �� I JUNCTION BOX DIMENSIONS (INCHES) I LBS. COVERS A 1 B 1 C TYPE 1 25 1/4 1 14 1/4 1 3/4 L 30 TYPE 2 1 31 1/8 1 18 1/4 1 3/4 1 50 • DIMENSIONS (INCHES) WT. LBS. JUNCTION BOXI D 1 E F 1 G 1 H 1 J K 1 TYPE 1 1 27 1 /4 16 1 / 1 12 112 3/4 23 3/4 1 1 /2 ( 11 1 /4 1 47 TYPE 2 1 33 1/81 20 1/8 ( 12 116 3/8 129 3/8 1 1/2 1 11 1/4 1 56 NOTE 1. JUNCTION BOXES AND COVERS SHALL BE CONSTRUCTED OF POLYMER CONCRETE GRAY IN COLOR, REINFORCED BY A HEAVY —WEAVE FIBERGLASS. COVERS SHALL BE RATED FOR A MINIMUM SURFACE LOAD OF 15,000 LBS, AND BOXES RATED FOR A MINIMUM OF 8,000 LBS. OVER A 10" SQUARE AREA, MATERIAL COMPRESSIVE STRENGTH SHOULD BE NO LESS THAN 11,000 P.S.I„ COVERS SHALL HAVE A MIN. COEFFICIENT OF FRICTION OF 0.5 AND HAVE THE LOGO "TRAFFIC SIGNAL" ON IT, BOXES SHALL BE SIMILAR TO "COMPOSOUTE" AS MANUFACTURED BY OUAZITE CORPORATION OR APPROVED EQUAL Ell JUNCTION BOX DETAIL NTS City of Yakima — Engineering Division . 3. APPROVED: 9.20.99 CITY OF YAKIMA • STANDARD DETAIL JUNCTION BOX DETAIL I Ell r t ii , . ( ' , ob. \ �� OF YAKIMA CITY .. . Rtver Rd . . cs Fly v ' ' P R O J E Cl • _ .. • VT Q ( ; Chester) c4' 9 , _ INTERSECTION SIGNALIZATION :. P �, . � Rd li ° t r N o . �Ot A venue �.. � . and Erovrocrt Dr EMI .. NM a ill •ST'rte•• • . ... Dr r ,' 1 ,t. Glow I ■ la ander . ppm >i tR C astlevale Road , Whouse 1 3 W I VICINITY MAP 1 • INDEX DATUM ELEVATION SHEET CI COVER SHEET CITY of YAKMIA RECORDS SHEET C2 INTERSECTION PLAN 60 0 SPIKE IN SOUTH FACE OF POWER POLE /154003 AT NORTH SIDE or ENGLEWOOD, APPROX. 100 FT. WEST SHEET E1 SIGNAL PLAN OF INTERSECTION S OF ENCLEW000 AND NORTH 4016 AVENUE. SHEET E2 POLE ELEVATIONS SHEET E3 PERSPECTIVE VIEW SHEET E4 WIRING SCHEMATIC I LEGEND HLA PROJECT NO. 98108 I EXISTING FEATURES NEW FEATURES CONDUITS - NEW ASPHALT CONCRETE PAVEMENT CITY OF Y A K I M A PROJECT NO. 1935 FENCE • • 1 CAS LINE c c NEW CONCRETE SIDEWALK SANITARY SEWER • -¢ DOMESTIC WATER • • FEDERAL CONTRACT NO. STPUS 4583(005) OVERHEAD POWER I E UTILITY PlatE #.0. UP TA -1977 4 MANHOLE 0" FILE HYDRANT FH WATER VALVE 0" OCTOBER 2001 . .1 \ s J. wy� JOB NUMBER: DATE: SHEET .. . 4. � � o 1W•' 9 98108 tp -22 -01 CITY OF Y A K I M A Hulbregtse, Lowman Associates, Inc. .4.%, S j.ri . FILE NAMES: C i • CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 391h. Avenue ♦ Yokirna, WA 98902 +, 1 • +� L ORAIMNG. 98108COV 1 INTERSECTION SIGNAL {ZATION PROJECT OF '' (509) ti DESIGNED BY: DJW (509) 966 - 7000 FAX 509) 965 -3800 YP B� 1li . • ;:a' ` ENTERED BY RLV COVER SHEET 6 I EXPIRE! m r tour � BY REVISION DATE .1raj . T-7-7 I N W 1)� E I NOTES: 8 2 I J 1. THE WEST LEG OF THE INTERSECTION AND CASTLEVALE RD. WILL BE CONSTRUCTED BY • ^ V 1 OTHERS UNDER SEPARATE CONTRACT. THE EXCAVATION AND EMBANKMENT TO SUBGRADE 0 5 lo 20 , 1 I OF THE NEW ROADWAY AND INTERSECTION NALL BE CONSTRUCTED BY OTHERS PRIOR TO �� ) � I I INSTALLATION OF CONDUITS. PULL BOXES, SIGNAL POLE BASES, CONTROLLER PAD AND SERVICE CABINET PAD BY THE CONTRACTOR FOR THIS SIGNALIZATION PROJECT. I ' ' 2. REMOVE EXISTING CONCRETE SIDEWALK TO NEAREST JOINTS. CAREFULLY :• . 3. EXCAVATE TO EXPOSE EXISTING EMPTY CONDUITS. INSTALL NEW REINFORCED CAST IN ' PLACE CONCRETE SIGNAL POLE BASE AND BACKFILL. INSTALL NEW JUNCTION BOX OVER / `IJ 1� EXISTING CONDUITS AND NEW CONDUIT TO SIGNAL BASE. REPOUR CONCRETE VILLAGE VIEW WEST // t (') z F UTURE I SIDEWALK. DO NOT DISTURB EXISTING IRRIGATION FACTURES AND WATER SERVICE ,: H s; TO NORTH STAR LODGE. BUSINESS PARK 3. REMOVE EXISTING CONCRETE SIDEWALK YPE B / ALK TO NEAREST JOINTS. REMOVE EXISTING TODIFIED ! G AB ,,CAP r " I 8 II STREET LIGHT POLE AND ARM. OEUVER TO CITY OF YAKIMA SIGNAL SHOP. REMOVE ` ' AND DISPOSE OF EXISTING REINFORCED CONCRETE STREET LfGHT POLE BASE. SERVICE / / � • . I <' • EXISTING ROADWAY ILLUMINATION CONDUIT AND CIRCUIT TO REMAIN. CAREFULLY (1) 2' CABLE TV / ` •• POLE EXISTING S N EXCAVATE TO EXPOSE EXISTING EMPTY CONDUITS. INSTALL NEW REINFORCED CAST IN ND (1) 3' SUED. POWER It ex, /4 I PLACE CONCRETE SIGNAL POLE BASE AND BACKfILL. INSTALL. NEW JUNCTION BOX OVER / / CAP iA A 0 0 EXISTING EMPTY CONDUITS A NEW CONDUIT TO SIGNAL BASE. REPOUR CONCRETE (1) 2' ST. LIGHTS // T• 1 Y %; SIDEWALK AND CURB & AND REPLACE DAMAGED LAWN AREAS WITH SOD. TELEPHONE PEDESTAL / w n5+ +G -. ^ • •-'- - \ © EXISTING urm EXISTING GAS MAIN, CALL • SEE NOTE 4 FOR CONDUITS TO BE INSTALLED ACROSS 407N AVENUE. . — . y � _ — -•- -: `�'. -` . ^.,.:- J ` - ^ •= 7 1 — +t:- \ o FOR LOCATE, VERIFY LOCATION AND CONDUIT FOR / - (i=.1.' • I SUED. BY OTHERS T ^ .. _ .. (2) . .�. "3` •( 1)'�' _ . . -- PjeX \ 7 2 :' ,?R . chi . :. ' /£.:. *k — i FOISTING PACIFIC POWER 4, CONSTRUCT CONDUIT CROSSING OF 40TH AVENUE. SEE TRENCH CROSS SECTION -' JBOx ; THIS SHEET. CONTRACTOR TO PREPARE AND SUBMIT TRAFFIC CONTROL PLAN TO Y - V ; - i ' A T ^ `\' \ \ SINGLE PHASE TRANSFORMER CITY OF YAKIMA PER SPECIFICATIONS. CONTRACTOR TO MAINTAIN TWO -WAY 'co / � � s 1 R ' TRAFFIC ON 401H AVENUE AT AU. TIMES. FURNISH AND INSTALL STEEL TRAFFIC �'� t• , , `.. %' I REMOVE AND REPLACE ` �� \ \(1) J' POKER FOR - BD. ^ _ BEARING PLATES AS REOVIREO. BACKFlLL ENTIRE CROSSING OF 40714 AVENUE WITH • %;' CONCRETE CURB, GUTTER `� _ _ _ 0 c CRUSHED SURFACING TOP COURSE AND COMPACT TO 95 PERCENT. CONSTRUCT ASPHALT PATCH PER CITY STANDARD DETAIL 1RQUE[2__ • /t I ' „ ` , ' ' ` • AND SIDEWALK • \� (1) 2' AL PON 1 . %' ����,/ , 5. INSTALL NEW CONDUITS ACROSS FUTURE CASTT.EVAL.E AND BACKFILL WITH CRUSHED --- --------- '----- --- ----------- -- --------- --- --- - _ - < � �I , ,RE7E SID SURFACING TOP COURSE AND COMPACT TO 95 PERCENT. -- 6 xq` ------ / / / / / / / / / / / / / i / (1) 2' FOR TELEPHONE I •` E. NEW SIDEWALK AND CURB AND CUTTER TO BE INSTALLED BY OTHERS UNDER INTERFACE a ° o SEPARATE CONTRACT. 7 , > i 1 I y ;, CABINET DOORS FOR CONTROLLER TO OPEN TO THE NORTH. CASTLE VALE - � 5 " " AVE. mo ( W t,::. •r:= :gx. :::::: #:. W w w w w J w W EXISTING 12 D.I. wATERMAIN • .11. I W' W W W W W W W O • + F. c c c c c �I (2) FOISTING 4' CONDUITS 1 _ N FOR SIGNAL USE I I SEE q1Y Of YAKYA STANDARD n 0 OETA!< FOR PATCH I 1 ; I REMOVE AND REPLACE CONCRETE SIDEWALK _ \ EXIcTiNC CON" EtE SIC EWA X - R //� - - _ _ / // SUBCRADE — .... ° R ....1.> - - V BACKULL AND CONDUIT BEDDING x x x x x x x ` , t$P4111166 �� FDc ' W 71.- // - - _ \/ / \i MATERIAL SHALL BE COMPACTED I ' e -' a. r., ten,, 1Z} \ fUSFED SURFAgNG TOP COURSE °: "•: )'' -:)3':`.i "' rtf Iy �r� - I�j / , _ / ' A 1 -(37 POWER CONDUIT FOR SUBD.� JBO% '4 ; I � m .s' N '^� �� • _POLE \ - e _ _ 1-(27 POKER MOUT FOR SIGNALS •• u /3 • `J' /�` - . t -� • • / \ r • r Ilk p . _.- XIAT • VIC 0 •. - - •_Q '/ • r<L /2 01E I� a ;,w � A IRRIGATION W S ER IODM I \ • - _ _ _ \� \ \ EXISTING FENCE AND } { 1 -(27 CCM:WIT -CABLE TV / \ % \ / \ / \ \/ \ \ SHRUes ro REMAR •. .. ( $ 1 -(27 CONDUIT SPARE . /. / /. / (� /(. /\�. / / (J') Sx71A CONDUITS } SCHEME 40 CONDUIT(S) . m I AS SHOW ON >: o R CONDUIT TRENCH SECTION ACROSS 40th AVE ,.� I I 7 i NOT TO SN:ALA' I ' I C . I , i I � ]. %Wh JOB NDATE: - I�uibregtse, Lowman Associates, Inc. o � 4 of � ., 10 22 -01 CITY O F Y A K I M A r Flt£ .'... , • CIVIL ENGINEERING • LAND SURVEYING • PLANNING Q� i DRAWING: 98108PNP.DWG INTERSECTION SIGNALIZATION PROJECT C2 ; I. " 1! 801 North 39Th Avenue •Yokimo, WA 98902 l leii7't7 i PLAN: 98108MAP.DWC (509) 966 -7000 •FAX (509) 965 -3800 0' j 110 DESIGNED BY: DJW ' Iexneee Tn., n. roar 1 - BY REVISION DATE ENTERED BY: RLV INTERSECTION PLAN 6 SYMBOL SCHEDULE FOR ELECTRICAL PLAN DRAWINGS . ,1 SYMBOL DESCRIPTION • • •, ✓ POWER DISTRIBUTION AND CONTROL TRAFFIC coma HEAD JLNCTIEC IFIFICATI ONS. S7YlE PB ,+ / aI.vg. POLE AND AI�1 PEA SPEC JA1I • FINISHED eAAOE :. : ,1 , : • . './ : ED JUNCTION PDX • %� / ��� - -i � ���\.C / i _ UrO1C Ca1CIRT (NAY 16TE147(T MILT1PLE a 1flTS) \,' \ Q....,''' \ .1 r : i - -CON EXODUS 4 110 COC IIT • mom Hoot y �< ', ' 19le') p71PACT ;., :• m- EXISTING PON%IAY ILLUII ATION le- MIN. [EPTH �-. I TILI:I ; CIRCUIT ITO REMAIN) MOM � / \%j "n` �'/ \ i •..-ROAf111AY `r • ' ;/ l ;5'1 (TYPICAL) y. \.\ \� '\, .\ \ \l�. \n, \ \�\n flIGHT CF WAY ; r• E %ISTTN(i J(FCtI06t SOX DETAIL 1 /E4 E LTD REMAIN) flElnve EXIStIHS MAMMY ILLUMINATION CAP MC STAKE ✓� It . _ _ POLE. AM, LIGHTING FIXATE, AND PHASING TYPE II JUNCTION BOX rLaGT7aN �� cQaXt �BACX E TO ISTINBISIOEMALK • . SCALE: 1,11 -0• CAP NC STAKE ' • I +� NOTE: SEE COPCUITS AN ARE ERASING F R ACTUAL LOCATION I CCALIY. / A A lf/ `� -- - .- EXISTUq SIGN 01 I I 05 SEE PLAN ORAXIHG F011 ACTUAL CONOIlI7 CONO11T11DTE 6 1� i �•r CONDUIT CPLY `, I , • \' H 1�,. OUANTITIES AN) SIZES. i • I 1 AT-NOTE ! . ' J ,L„�_ CABLE TV AHtl SPATE COHCIfITS TOTES !C2 Yr __ T+�CAP MD GT AKE -, x r = - I „.. _ - LOCATION (NOTE B RVICE PEA . - 9�"'�•- � ;,jY. , . -\ ] 1 IISOOT STAMM) FUN 5.79A) >SO (SEE � - • 6 - ' - 11or}FB - i _ Y • MODIFIED TYPE B SE ti Q CITCIIT SCHE c THIS SHEET 1., .. ! s I } ... ; Ct ` INSTALL NEVI JIACTIO! ODX OZ OV ife11FBIH / i / 'V - SIGIOILIZATIO COURTS LELECiRICAL SERVICE COMXIITS • ' H " r 'SEE DETAIL f/E4NNOTE 3) CAP AND s t. t� '2'C -� " -.� � :' �~- I/6TA4. -HEM ,AtLtioN (1011 ` ' 1 • • '/' ' /r \ NOTE 4 EXISTINe LOCATION (NOTE e) r i - • - . - � - ' - - ( SEE AIL 4)• _. .._ . _. .J. (TYPICAL OF 31--�r -, �• - , , , - °� !� ' _ i . _ ....... .. _ .... -- -- - -- -- .... ; ?;; i / tMlf,`FIXMER} 03 1 --- 07 I DTE 5-+-C / i - -' 'NOTE I I , ! 1 \\ L ( . - ..._.1_.. ,1. ... ` '-'s---- - -- '- -- - -' -- --�: :..: ... • CIRfxJIfxJ SANER , �{�}' 5 -NOTE t f 1 _ .. _ _ _. i / T ; .. — — — J `` CONTROLLER POLE ' 2' COOIIT OILY i1 I _ ... . ' .. ._ i ; ; r . . .5 , . . a. , . BREAKER CABINET ' / — , - -' " .) , _. j — , 7 04 �— 08 . - r 1 1 : o . a' ' 1 ` I 1 f NNATCTIN i _._._ . _. .. . .. _ . .. INATION CIRCUIT 2P -20A 1 NOTE !-y ; • • • e IL C�A.SiLEVALE CIRCUIT 2P-20A f � 1 I. I c • (I a�d.` . . _ II�IIIIIIIII ,' 1 " - �'1♦ �f I ( - - ) : - _ _ _.__ __..� y , _ _.._..._ i i II 6 MAIN 2P -10OA I i i ! I '':1 i • • PREEMPTION InE s ._ - .. t f f UNIT PHASES OP2 215 i. .. :1 „ • ' 5 1 -EXISTING 4•FVC • OP4 116 .. _ - _ \::... .�` i f : cDHnlflis (NOTES 1131 I i < f1 :'i : , . li ..- ..---...: - . . j i • ` •• \ ., \ .' - - - " INSTALL I JUNCTION BOX s i 1 ; \ \ NOTE i 5 1 SEE DETAIL I/E1 X NOTE 31 INSTALL NEY : t .,.' f ' ' if . . ; \ / .. JUNCTIO7 BOX ... ; \> ' ' • • ( SEE DETAIL t7E41. \ � \ _" r' HCTE i r - - r A. .1 -/ POLE 03 .. ' OL LPE 02 si - /�° , I\\ ' '� T n ■ j \ / ' % NOTES: I / !. SEE PERSPECTI VIEW SFEEi E3 FOR CIRCUIT INF01?aIATION. J . 1 i -L 1' : . wEXISTING RaoNAY ILLf1MiNA7I0N 2. TIE CONTRACTOR SFIALL INSTALL NEW CODUITS ACROSS 40TH AVENUE ' ', I ' \ ' � 7 \: CIRCUIT f TO (CHAIN) BY OPEN CUT. CODUIT CROSSING TO INCLUDE ONE (1) 2' CONDUIT FOR 1 \ ONE TELEVISION, NO FOR(2El).ECTRI CONDUITS POWEA TOSS IZATI TS. ' \ 1 ONE (1) 3' WE COMFIT FOR ELECTRICAL POSER TO 11E FIITIIIE s< • :\ , T \ FOR I TIENCH BECTI Ni) lt]ETAIL�B C ONDUIT. REFER TO SHEET C! t • . _ \ RTF3. INTERCEPT NO EXTET1 TWO EXISTING 4' CONDUITS TO PEW JUNCTION • • \ \ • BOXES AT NOEAST AND SOUTHEAST CORTEMB OF INTERSECTION. • 4. UTILITY. PROVIDE 2' CONDUIT TO UTILITY REQUIREMENTS FOR ELECTRICAL ' n ,�.... \' SERVICE. CONDUCTORS BY UTILITY. COCOORDINATE IECUI(E►E1NT8 NITH C �' li : i\ \ 5. PROVIDE WWII PER TELEPHONE UTILITY REQUIREMENTS FROM • ' CONTROLLER CABINET FOR TELEPNO RIO E SERVICE. COOINATE LOCATION f ND F) AM OF CONDUIT WITH TELEPHONE UTILITY. - B. COORDINATE LOCATION AND METHOD OF MARKING OF CONDUITS WITH APPROPRIATE UTILITY. UNDERGROUND ELECTRICAL CONDUIT PLAN W 40. - E SVLE: f•- fa•-o' 0 3 10 30 S � JOB NUMBER: DATE: SHEET . eptp 98108 10 -22 -01 CITY OF Y A K I M A Louman Hulbregtse, L Associates, Inc. ,t. �� - FILE NAMES: CIVIL ENGINEERING • LAND SURVEYING • PLANNING i 4 /' ,(., ` 7 /� i . t14 DRAN 98108E1.DWG INTERSECTION SIGNALIZATION PROJECT El � '� / PLAN: 801 North 39th Avenue •♦ Yakima, WA 98902 ' 0 ? • h l' T � 1 • 1, PROS OF • (509) 966-7000• FAX (509) 965 -3800 -s hunt. 1 ' DESIGNED BY: DAB L a jy' 1... . I/I4 � BY REVISION - DATE ENTERED BY: MLO /DAB SIGNAL PLAN V 1" MAX. PROJECTION CENTERLINE OF HANDHOLE ( TOP & BOTTOM) ' •h BOX / HEX H EAD h . PL. THK. ET AIM T SA 33 1 2 V5 THK. ..... C LLAIMARE Awl I I BOLT CIRCLEE 0 0 • SECTN OCK 1,�4r'/ 1� "�" '* , 1 J - BOLT CIRCLE 13' + TEe 5Q 5. �.1.)IiCI M - PLATE THK. Vi t o 0 ��h� L - 1 FLANGE SO. 13" Y SCH. 40 PIPE - K - BOLT DIA. & LENGTH 1 Vi"- 7NCx3" (DEDURPROJRED ECTIO FOR N) • I( ' I I ` WIRE CAST ALUMINUM COVER '''""```-----11111 WITH GASKET. PL. HANDHOLE RING r-:r E Sup �, COVER SHALL BE LOCKABLE. [ ii 3/8" x 2" STEEL STRAP PL. TaW1AL COMPM T COVER SHALL FIT INSIDE (ASTM /A -36) 24 RMINAL IO BL NOTE: ARM MUST CONNECT TO OF TERMINAL COMPARTMENT i 5/16 " -18 TAPPED HOLE AMERON POLE SHOWN ABOVE PROJECTION. , I IN PLATE W/ 5/16" x 1- TYPICAL ORIENTATION I GROUNDING BOLT NOT TO SCALE THE PROJECTION SHALL ACT MAST ARM CONNECTION i AS A RAIN GUTTER. HANDHOLE OPENING NOT TO SCALE b 5" x 7" 1 1VFO O[lECixlN CAMERA WED 0E1ECI10N CAMERA I • J 2B 001 AIM 11 24' NW 1010111 MIOYABIE CAP .1 HANDHOLE WITH RECESSED TERMINAL COMPARTMENT DETAIL w w41 4ar 'II,- U7.NA1E Wm R1EA1rE _` (POE W "' NOT TO SCALE PR/MUM M LAMP I P RE �MOLY LAW r IIID AT1EEE- STT ATTACHMENT '�' ARM 471.5 TREE IEATIER- RESISTMT // TREE B0.T ilK Awl AITAOBT ' TREE EE 51 MK UMW OIBTWQ 01TMQ FROM 01TNCCE F11W POLE 0701 11081 10 MME 141 157 POLE 70 9O . �. INTERSECTION LOCATION TRAFFIC N HEAD RIO 'pm my P TRAFFIC HMI 58157 10 *1314 t PEW m ac w 10 alo & N0. CCHTROtJ'LD rLA1[ "IY' "X" "r 1°71 INTERSECTION LOCATION CONTROLLED moo 1 mat mom IEAp gam 140 p1,�, MAD ToTK ARM MGM 1.101E • W " X " " r z 5. 4071 NOME • 1 NE IMMIX) 16' 125' 25` BB' 0 14' 2T' SB' b' OAiRPAY[ AMAX S EASTBOUND IC 12 32' 34 0AE5EMYE III*[ 4 NE 101115101141 11' 1S5' 2r W' 41' SIGNAL ARM DATA SIGNAL ARM DATA .Y. .Z. I LEFT TUR ® .X. "r YIELD - 1 051 EYrT ` . oN: --- ® O ® � r " e NAId 0E _ -- ® CET ECm7 MT, REMOVABLE COMM J © . O -_� 1 R 51 O ® W1x LOVABLE coYV1 >a 1111111111.111.11111111111... .- = A1 4 W A RI N SICK • G S -�� MEAIIIEII- 7FSSTAIT ® O BWVIIS ' I 4011-1 AVENUE A�AT1 © �''NT Mil ( YEW EU 90NAL EAD iz- 12- 12 -II -12 J FRE © I CASTLEVALE AVENUE r ' iOUR BOLT TYPE . WIN 5. OAOPIAIE ASIRO BRACKET BL7MATED STREET 901 YOWLED WM STEMLESS STEEL. BAND. 15 54 R. - 15 IBS W VERCLE 9dA HEAD 12 -12 -12 uLA1u1ED STREET SGI� (102 90. FT.) W1E0t SUM HEM 12-12-12 RI S• BAO(PIAIE ASIIID ( 10 .1415 ,e sn R. - IS LBS 9 W 1 MAD 12 -12 -12 rT11 S BAOPlA7E AS1RO BUCKET MOM= NMI W115 S BAOPlAIE 45111D VL/E0L yp0A1 HEAD 12 -12-12 BRAOf[T NOM= 15101 STAWIESS Sill MN41. MN s• 5110(417 451110 SUNLESS =EL RAID. STM ET YOWLED rtN srAnta STEM BAWD. MAOET MOWED Snl, STNIAE55 SiF[L MM. 0411. PEDESTRIAN EA 1IlKY BOWL LEADS 111. =, _ (TYPE • E • YORK 1 S11µ LEADS 10 WHIR ( ~1 , MOM I OWE Y' MOUNT) ,.• WNW (YINNA,r 710 1X AWE -- 1. m 1D11ER ENO K AIM 1. " W " PEDESTRIAN R19MTTT0, AND 9M i A A PUSHBUTTON I r y Bar 1vA CO IYEN RART 4 ,IOET cALVCAIRN/ZED N PML • 4 LE1T . 4 BASE E (SEE DETAIL) // O La .1 -1- y5 SI[tl. MAW MATE I / (58! DETAIL) �`F "z REMOVABLE BASE � TT�� - COMM (2 PIECE) \ 9 • n � ni 1��� in�i /% mom m �lllr/1n7, ` mom MADE FBx9 ED SIGNAL DETAIL I SIGNAL DETAIL 20 NOT TO SCALE NOT TO SCALE t}C L. JOB NUMBER: DATE: CI O F Y A K I M D` "' 981 10 -22 -01 /� �.� FILE NAMES: A SHEET . . -° Hnibregtse, Lonman Associates, Inc. /`` e► _ ' CIV ENGINEERING • •LAND SURVEYING • •PLANNING `ii ;;�,, i LNG: 98108E2.Dw. INTERSECTION SIGNALIZATION PROJECT E2 801 North 39th Avenue ♦ Yakimo, WA 98902 Dy��b � . OF (509) 966 -7000 ♦ FAX (509) 965 -3800 oro141. Ii`"" DESIGNED BY: DAB 7, I s,q i BY REVISION DATE - ENTERED BY: DAB POLE ELEVATIONS 6 t; • NORTHWEST CORNER POLE NO. 1 5 CONDUCTORS S1-16 cm, le CCNO. CABLE flit( / FAUBER USAM PHZ: TO TENN. . X at e2 11 611 811 . NEUTRAL OHM 1 11417E win miTE writ 107E D/W • IXACK 2 , KO GREEN 0 GREEN 3 GREEN GREEN 0 , ,.„ ' RED • REO 4 RED RED ..,. AMER 0 ORANGE 5 ORANGE GRANGE ,' ' tt. ''. WALK • 111..UE 6 GREEN „ ,..... ..--• ' .•;.'!''' , ' ., G/ARROR •7 GREDI/BLACK T 7 GREEN • RED/SLACK T 3 1 10 N 1 9 A NI • A/ ...'' ...",!, ...,," ARR011 07 ORANGE/TRACK GRAGE WALK •6 BLUE/BLACK 7 11 MEM 0 t 11 ,, ., ... .. .• ,, , ....' D/w 06 BLACK/NSW 1 12 FED , • ' .4." " .,,„ , 1 .• ."',„ ,,,.'.,, CA GREEN/107E T 13 ...." ...f , .. • RED/NDE 7 14 , EDIE/11147E T 15 P,. ......, ... ,.„ .,.. . .... . ,..,... 7 15 . ' 1 , „ '..,...., .....,„ Si- ..." ...-....• ........„,„ ,, ..., ... ,,, eciEl , ...... I, ..„ . ..„.. ,,..„ "AL „.•,:,.:„•- ,... . . .• ,..,.." . ...„ ..„.•••• .....• ..,•••• ,, , . . • • .„ ....- ...._ „" .....- „,.,.,...,- .,...,,. -", ...--.„„, ..• ,,, ,.. „. ., ... ., ... .. .... ..,.. ....t., ., ,...„. ••-,.„....„ .... „... . . ...... .. ....... „..,„...• „•.. .. , , ........, ".,.., •,.... -,„,,, 16 16 . 16 N /A .4 -4-- ..--. ‘. •A, , •,A • '• .11'2. ,,,,, ,A• ' „ • •„,,,, A S4 G S' S2 CI IPOLE1 1 NORTHEAST CORNER .--''' ,.• SOUTHWEST CORNER ''`‘‘..,.. s'-‘, -'--- • cAmERA , ,„ ,,,• ,„,,, MA C3 CA3 0 CA „.0...„4. POLE NO. 4 5 CENDUCTERS Ce4 'e 41 OPT C 6 A2 ." '' .,,.. '-`., ''`,„ • ' .- #6 1 fa - ..6,1';-- ,-... ,, 4•'. ,--- 0-0 CT t COM. CABLE BAYNE / NINIIER POLE NO. 2 5 CONDUCTORS **4..„ .,, ..,, ' ,44111%. c V 11 ,,,...,., ,... .,..''. • .- USAGE PL TO TENURIAL I X 41 0 71 0 48 . ' ''.''''' • ' $2-16 cm. IS COND. CARLE MARE / NUWIER ,, a„ ...... .L''' ', '',1...‘•.*.'tt,,1 „ .-•' '' ,. „.'-- NEUTRAL VIBE 1 MITE WRITE %HIE IROTE INTE USAGE. PIN- To TERMINAL 1 X l 2 29 e 6 31 ea , „ .. ,..,' ,......'- 001 02 BLACK 1 Dm 01 .AO( 2 D NED ,,„.. . ",, MI CAI .. ,'''' "„ ..,' • POWER/1 0117E 1 11411E UNITE AWE 11E 411.111E .,„,.. ,' 4. ..' ' ....''''' GREEN 02 GREEN 3 MEDI GREEN lit RE A 4 - RED .2 RED 4 IND RED , ',,,,, ...:,' .,,/ „. 741 , 4 ••-- .1 cAmERA* ,4 ..R •2 ORANGE 5 ORANGE ORANGE OREN IN MEM 3 GREEN GREEN !. '.., „ .., . • •0, ' '„ - ''. '' r?1; ,--"- ,,,'-'-'--- ----,-- ,-- .---- . , . Rci) Ile RED • RED RED '•,. WALK 02 BLUE 6 DAM .. Mee •6 ORANGE 5 ORANGE ORANGE *s • '''‘'',-;..•••• '''''.!!".. . '• --- ..1.7'....•••' ..'"... . G/ARROM 0 GREDI/ELACK 7 7 WEN ,,, IVES •4 BLUE 6 GREEN :" . :2,,, -0' '-,„ , .....„.....,.. .„,... R/ARN011 •5 RED/NACK T a RED ''*'•• ,, .. C/ARROA 11 citEDI/ItACK T 7 GREET ,,,,•::„,"" 101E/SLAM 7 9 RAMON •1 RID/SLACK T 11 RID Zi 1 A/AROVI 0 CRAJOGE/SLACK 7 10 ORANGE , •,.: 1110E/SLACK T 9 , • , , ,4• :,4" ... WALK 04 RUE0LACK T 11 MEDI A/006011 di ORMGEASLAOC T 10 ORANGE 1.9 • 4 O D/12 04 BLACm/11411E T 12 RED ' nazymoNE mum. ,,, A WIWI NI 1111E/SLACK T 11 GREEN - 16 /a ps C 4•••• 21, CREEN/INITE T 13 .I 0/11 •R MACK/VIDE T 12 RED , „,,..••• EF 14 01130./1011E T 13 PER-E 2 1\: 52 G LI ,• 16 16 /a • , POLE 4 4 I s_usmes T 15 0 ',' . PIED/0411TE T TS LI 53 Sa C SLACK/RED CA2 092 OLUE/1111111 T 15 ifilik 1 I i, • IILNX/RED T le 1 ... NRE 2 J3 P .,i'...1,........„,,,,,,,,,. CM 0.3 CM OP4 le 16 le lef i .;'•,' 4 ..; 1 ° POLE 2 c 52 LI I , 1 ,,,,, c.E.,. 3 0 . WIRE AND CONDUIT LEGEND % i •;; t ; fe 16 /6 CA2 Ce2 • ' • IR Le ''''S . I1 54 G —+- L SIGNAL POLES 1 1HRou 4 GH -.7,,,,, 1 0 1 INSTAL 16 CDUCTOR T S „,„„ „,... — 3-S4 4f 4 ..,'-' 6),.. ,. \ CA4 094 Lt INSTALL STREET UGHT CIRCUIT .!•.' ,• ..f ' Q°3 ,..''''', G INSTALL SYSTEM GROUND 4_ , , , , t!' ' ' ' ' ' ' '' . ,-- le 111 ta '-'..,.. '. ,,....... ,..,4:::>'‘,.„ ' ,.. ,:,..,.. ,.. ,.... _ 41 2 IIINNNs3SITTALIALLALL — ( 3. 2 3 P P P v V V ; scHEDutE SCHEDULE SCHEDULE 4 4 0 40 0 CONDU ( ru FAE R,RE CTRICAL EIrc SER micAL Y10E) sERvico AV , ,,FF."--- ,-"- ..- „ INSTALL - 111 2 PVC SCHEDULE 40 CONDUITS iCABLE TV) .,.,- ., . ..- '''''''''''':::,-,-,-'<::::''-..,, N(j INSTALL - 1 r PVC SCHEDULE 40 CONDUITS SPARE) ,,,, , , ..r . 1 f... , " - $ pia...0: ,.... ,,,,, .--..• . —...”.„... • ..... • ., ..„ . ---„, •.„, 414 I (2) 2 rU CONDIJI . `.. . 1 - .f.- ' ..„,...•- .t`', ''''''' ' ...,, ,-' ' - ... .... - 16 a „, ...,. -....,,,, • .„ ..„,, ',.. • 1m EXSONG - (2) 4 PVC SCHEDULE 40 CONDLAT 4 ' 4 f. . ID . • .,,,,-,,, ,,,. .. „ . 0 53 G 1.1 ",,,,, ...„. ‘.L„, .L.,,,,, ., , „ , . . .,.. . . ,„ ,. Iv, INSTALL PEDESTRIAN PUSHBUTTONS - (PHASE NUMBER) .„ ...'''.,;-'-'-- • ..,, . , ... . --'-' . . , . , ,.... , , is i, .... .„,,,!-- ,,,,-,- ..,--, . e• ,' s'' .'''' 8 1 I '2 '''...:..■, '''1„,,, .., ,, 14 INSTALL PEDESTRIAN SIGNALS - (PHASE k FIXTURE NUMMI) , IF'' - .':7 --'- , • , *, - .„.- .... . - ..,. ,1,;f!!!!---. • SOUTHEAST CORNER 10 INSTALL VEHICLE SIGNAL - (PHASE & FIXTURE NUMBER) '*'''...,, cot ,„ ,•'-' , . • 4. , INSTALL OPl1cOU - (DIRECTION ANO NUMBER) ,• • „ , ,.•"..,'' ' POLE NO. 3 5 CONDUCTORS •„,,‘,,,, „,....., * • . of• ..• • INSTALL TYPE H JUNC11014 802 neluRE / NumEER '..,‘•'4 ‘,„, „ , ..,214-•'' ,,,,,-. .. , • -4- m3,6 corn 15 coal cm/ ••,,,,, 40 0 USAGE NIL To TERNNAL f X 21 22 51 20 49 • ,... •.,, ..„ NEUTRAL 16I1E 1 TARTE INCE 10417E NOE RAE ''... •. s' ...... „ • ' 7':7 '''' „,...' „.., .f D/W OS BLACK 2 •• •1.„ ‘.. '..... .1. . ,' . 4..4 -•:- GREDI 0 MEDI 3 MEDI •....,,,. 4 RED RID RED 0 RED .4'''',.•'... . ., 1 . •". '' ' ' ` ' !`t... ''' ..•"... 2M we MAW I 5 MANGE looNcE „. ,•••--' mu( 09 GLUE 8 GREEN , • ,,,.„4....... ,,,,,,,,,,.." ,7 •• .- • c/A GREEN RIMIN 93 /BLCK A 7 7 GREEN _ [ . ,... ,....„.„ ..„ 0,,- , RED/OLACK T 8 .. 1INTE/ACK 7 .... 4 SL g r -•. ••., ,f- A2/2740524 03 ORANCE/B.AES T 1111 ORANCE .. '' '• '4. '',....,....... ." .."-'' ‘ . . /1 WALK 02 BLUE/SLACK T 11 ''' .1 MEDI ., .•, ' .,.... •' ''' D/W 52 IILACK/ONIE 7 121 • ,' RED . ' , .2 '•, ,. -,,,,,,,,,,, 4•4- " GREEN/NATE 7 13/ •„„ •.,,... ',......,,, RED/INTE T 14 „. 8210/558101 7 15 0 5 10 20 . • BLAM/RIED 7 ,18 MS NEENNINN1 MEI . . - - JOB NUMBER: DATE: ‘G y, L . 98108 10-22-01 Hnibregtse, Lonman Associates, Inc. r "4: '..< FILE NAMES: CITY OF YAKIMA SHUT DRA1NNC: 9810BE3.DWG INTERSECTION SIGNALIZATION PROJECT E3 . • CIVIL ENGINEERING • LAND SURVEYING PLANNING • 0 . ...„ .,,., • , , , PLAN: 4 ,_ 11404 PRC . 801 North 39th Avenue •Yakima, WA 98902 HLE: ... - "II.,f l itreTtII .6 f' _ ., 2, 0111M. 0' DESIGNED BY: DAB (509) 966 FAX (509) 965-3800 6 - -,- . E I 6661•4119 1/14/46 1 BY REVISION 1 DATE ENTERED BY: DAB PERSPECTIVE VIEW ..,. -.:4?- • • l O • CONTROLLER TERMINALS II - S a I —e— eel 0 -n- $u O -n- at 0 -n- • t 0 —n— of 0 1 1 — y — u X —o— . p —o— m 0 — °— 0 — m 0 j WIi( - 813 0 u -6- as 31 - ® O e1 -.- m pit g —Y IC — 810 X yl -V- 93 X -11- KZ m X 0 - V - X I� �Ic'v'nls © S 0 I t I I J Ye em L 691 t 118 tee ... 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DISPLAYS � CA/ERA Lb se . • r CAIE �� • _CtN-EMM 3 TAO ear/ I i I I LL I 518 1 # 1 !f 0 M0 �O A° - p y 01 22 21 • � Q- 1 --1 t �, rQ ��e Y LEGEND �' 01 62 11 et ---o CASTLEVALE AVENE 1111r 1.1r0 11 u� +- VEHICLE R e 0 CONTROL SIDE TERMINAL CCOIECTION IN © N\ 1 1 1 1. 631 e- - PEDESTRIAN HEAD A SIGNAL HEM bb ��..yy���� (DISPLAY1 MIRING A CONNECT TO NEUTRAL BUSS \0 2 1 SIGNAL FEAR (�"t t 11 1 PEDESTRIAN DETECTOR H - PEDESTRIAN HEAD � ( y ' V \ 82/31 ) • L1 (DISPLAY) 0 CONNECT CT TO DETECTOR G»0 BUSS — 0 POLE NOTE O JUNCTION 800 0 SPATE TERQNAL y- 7 7' � TERMINAL STRIP SIGNAL HEAD SIGNAL MEAD SI6ML HEM 0 0 t 6- 'RS . (n 2" r, OPTICON (NIT it ;1 ♦ B 1 02 0 �� •- 2n VIDEO OE7ECTOR 6N Ste Y Y R 6 E -11 Y NS —V - _<• ' ' . � — —• - - _ X 0 1 0 -- • - ` -6 . --- 6 - 6t3 -6- .�� —! ••t -o -0 o A - •n -o- 1 x n - NJ -e -�,� e — • - NI -A- SIGNAL HEAD r • Iso 7 N ,-•- © of I — �� n Y6 7N 6 d (S I -6- t A3 ■ , 7N In .. - I -Y- ] b -6- MST AM QQ J 2t •- 723 - P - . - 7N -Y- \ � t3 A -n- 721 - H - n -•- 29 02 r -7 - H - 761 -R- • 88 08 0 tH' or... H i 2 I R I P I I I N I I I @ EC —. of i It rill II 0 5 10 20 111.1.11 .1111111111.1.1 MN , leo JOB NUMBER: DATE: CITY OF Y A K I M A �Iutbregtse, Lohman Associates, Inc. ` _ 98108 10 -22 -01 SHEET i FILE NAMES: CIVIL ENGINEERING •LAND SURVEYING • PLANNING i • !��1 j . , t j DRAWING: 98108E4.DWG INTERSECTION SIGNALIZATION PROJECT E4 µ. PLAN: 801 North 39th Avenue•Yokimo, WA 98902 *o # +ti PROFILE: • (509) 966-7000• FAX (509) 965 -3800 � rout - DESIGNED 8Y: DAB • lama wN ' BY _ REVISION DATE ENTERED BY: DAB WIRING SCHEMATIC 6 F39s