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HomeMy WebLinkAbout2007-061 2008 Grind and Overlay Projects Agreement with Granite NW, Inc. dba Superior AsphaltoRtalmAt.,- crrY Gt�(ZK City of Yakima Engineering Division 2008 Grind & Overlay Projects South 3rd Avenue Mead Avenue to Walnut Avenue Nob Hill Boulevard S. 24th Avenue to S. 4th Avenue Construction Contract Specifications & Bid Documents 129 North Second Street Yakima, WA 98901 City Project Number 2230 & 2214 August 2008 Phone (509) 575-6111 Fax (509) 576-6314 PUBLIC SERVICE ANNOUNCEMENT FOR IMMEDIATE RELEASE September 5, 2008 Construction Activities For September 8, 2008 thru September 12, 2008 Granite NW will start work on 2008 Grind and overlay This work will grind and replace a mile and a half of asphalt on 3rd Avenue from Mead Avenue to Walnut Avenue also adding 24 ADA wheel chair ramps and the two interior lanes on Nob Hill Blvd. from 4th Avenue to 24th Avenue. All Businesses are open Monday September 8, 2008 work will start on Nob Hill Blvd. lowering utilities, curb lanes will remain open and congestion should be limited to a three block range. Lowering the utilities should take approximately two weeks with working hours between 7:00 to 5:00 PM. Tuesday the removal of concrete for ADA Wheel chair replacement ramps will begin on 3rd Avenue with lane restrictions in the curb lanes. Grinding and Paving will begin on Nob Hill and the working hours will be 2:00 AM to 2:00 PM and or possibly on a Saturday and Sunday. Traffic control and Lane closures will be in effect throughout the project areas during working hours. Motorists and Pedestrians are advised to be aware of heavy equipment Please use alternate routes when you can. For further information contact: Bruce A. Floyd, Construction Supervisor (575-6138) City of Yakima 1 Aug 11 2008 11:19AM YAKIMA ENGINEERING 509-576-6314 p.2 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT William R. Cook, Director Engineering Division 129 North Second Street, 2"d Floor Yakima, Washington 98901 (509)575-6111 - Fax (509) 576-6305 ADDENDUM NO. 1 TO THE BID DOCUMENTS & SPECIFICATIONS FOR THE CITY OF YAKIMA, WA for 2008 Grind & Overlay Projects South 3rd Avenue — Mead Avenue to Walnut Avenue Nob Hill Boulevard — South 24th Avenue to South 4th Avenue CITY OF YAKIMA PROJECT NUMBERS 2230 & 2214 TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: ITEM 1. Standard Specifications; Special Provisions Section 5-04: Section 5-04 Hot Mix Asphalt 5-04.3(14) Planing Bituminous Pavement This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: The Contractor shall perform the planing operations on. 3rd Avenue no more than 5 calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. A beveled edge shall be constructed in areas with a planed depth of more than 0.20 foot that will not be paved during the same work shift. The Contractor shall use a beveled cutter on the mandrelof the planing equipment, or other approved method(s), to eliminate the vertical edge(s). The beveled edge(s) shall be constructed at a 4:1 slope. Prior to traffic being allowed to drive on a planed asphalt surface, temporary pavement markings, as approved by the Engineer, shall be placed to designate the various lanes. During planing of Nob Hill Boulevard, the Contractor shall coordinate the Addendum 1 Page 1 of 7 8/1312008 Aug 11 2008 11:19AM YAKIMA ENGINEERING 509-57G-6314 p.3 planing and paving operations such that the planed roadway surface shall not remain unpaved at the end of the work day. The Contractor shall have a contingency plan to ensure that no planed areas remain unpaved due to equipment breakdown or other emergency. ITEM 2 Standard Specifications; Special Provisions Section 7-09: Section 7-09 Water Mains 7-09.1 Description This first paragraph of this section in the Construction Contract Specifications and Bid Documents is deleted and replaced with the following: This work shall include replacing and adjusting valve boxes to the finished grade of the asphalt concrete pavement or sidewalk. 7-09.2 Materials This section is added to the Construction Contract Specifications and Bid Documents as follows: New water valve boxes shall be as detailed in the City of Yakima Standard Detail W2. 7-09.1 Construction Requirements This first paragraph of this section in the Construction Contract Specifications and Bid Documents is deleted and replaced with the following: Where existing valve boxes are located in the existing or proposed asphalt roadway, they shall be replaced and adjusted as detailed in Section 5-04.3(13) of these Standard Specifications. ITEM 3. Standard Specifications; Special Provisions Section 8-14: 8-14 Cement Concrete Sidewalks 8-14.1 Description This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: This work shall include installing surface applied truncated domes on existing sidewalk ramps. 8-14.2 Materials Addendum 1 Page 2 of 7 8/11/2008 Aug 11 2008 11:19AM YAKIMA ENGINEERING 509-576-6314 p.4 This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: The surface applied truncated domes to be installed shall be Armor -Tile Tactile Systems Surface Applied Tiles or an approved equal. 8-14.3 Construction Requirements This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: The surface applied truncated domes shall be installed per the manufacturer's specifications. 8-14.4 Measurement This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: Surface applied truncated domes will be measured per each, for each unit installed. 8-14.5 Payment This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following which is added to the Construction Contract Specifications and Bid Documents: "Surface Applied Truncated Domes", per each. The unit contract price per each for surface applied truncated domes shall be full pay to furnish and install the truncated domes per the manufacturer's specification. ITEM 4. Proposal: Item Proposal Bid Sheets: Remove all prior Item Proposal Bid Sheets and replace with the attached two (2) pages of Item Proposal Bid Sheets, labeled "Addendum No. 1", dated "August 11, 2008". All of the attached Item Proposal Bid Sheets have been modified to reflect modified bid items, updated quantities and construction clarification. ** The contractor must submit a bid on all schedules of this project. Failure to do so shall render the entire bid to be non-responsive. ** Addendum 1 Page 3 of 7 8/11/2008 Aug 11 2008 11:20AM YAKIMA ENGINEERING 509-576-6314 p.5 ITEM 5. Details: Additional Details: Add the Detail Sheet labeled W2 of this addendum to the Construction Contract Specifications & Bid Documents. 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. APPROVED: Brett H. Shefill, P.E. Chief Engineer �wtt-off, Date Addendum 1 Page 4 of 7 8/11/2008 Aug 11 2008 1 1 : 20AM YAK I MA ENGINEERING 509-878-8314 P.8 I ENI PROPOSAL BID SHEET City of Yakima 2008 Grind & Overlay Projects S. 3" Ave — Mead Ave to Walnut Ave City Project No. 2230 W. Nob Hill Blvd. — S. 2416 Ave to S. 4th Ave City Project No. 2214 ITEM NO. PROPOSAL ITEM PAYMENT SECTION UNIT PRICE DOLLARS AMOUNT DOLLARS SCHEDULE 'A' — S. 31tD AVENUE I SPCC PLAN 1.-07.15 1 LS 2 MOB IJJ7ATTON 1-09.7 1 LS TRAFFIC CONTROL SUPERVISOR 1-10.5 1 LS 4 FLAGGERS AND SPOTTERS 1-10.5 2000 HR OTHER TRAFFIC CONTROL LABOR 1-10 ._ 200 HR 6 CONSTRUCTION SIGNS, CLASS `A' 1-10.5 400 SF 7 SAW -CUT, PER INCH DEPTH 2-02.5 x500 S REMOVAL OF STRUCTURES & OBSTRUCTIONS 2-02.5 1. LS 9 PLANING BITUMINOUS PAVEMENT 5-04.5 36,300 SY 10 HMA CL. VIN PG64-28 5-04.5 6,300 TON I I HMA FOR PRELEVEL.ING CL. 3/8 IN. PG 64-28 5-04.5 300 TON 1� NON -WOVEN FABRIC MEMBRANE INTERLAYER 5-04.5 36,300 SY 1 J PAVEMENT REPAIR 5-04.5 100 SY 14 CRACK SEALING 5-04.5 1 FA $50,400 $50,000 I q ADJUST MANHOLE 7-05.5 3 EA 16 ADJUST VALVE BOX 7-09.5 32 EA 17 ADJUST MONUMENT CASE 8.13-5 4 EA I S IMENT CONC. SIDEWALK RAMP TYPE 1 8.14.5 7 EA 19 CEMENT CONC. SIDEWALK RAMP TYPE 2 8.14.5 14 EA �0 SURFACE APPLIED TRUNCATED DOME 8-14.5 11 EA 21 TEMPORARY PAVEMENT MARKINGS 8-23.5 23,000 LF Addendum 1 Page 5 of 7 8/11/2008 Aug 11 2008 1 1 : 20AM YAK I MA ENGINEERING 509-578-6314 p.7 21 REPAIR OR REPLACEMENT 8-30.5 1 FA $40,000 $40,000 TOTAL SCHEDULE 'A' ITEM NO. PROPOSAL ITEM EM PAYMENT SECTION i TNIT PRICE DOLLARS AMOUNT DOLLARS SCIMDULE 'B' — W. Nob Hill Blvd 1 SPCC PLAN 1-07.15 1 LS 22 MOBILIZATION 1-09.7 1 LS 23 TRAFFIC CONTROL SUPERVISOR 1-10.5 1 LS 24 FLAGGERS AND SPOITERS ThRS 1-10.5 1000 HR 25 OTHER TRAFFIC CONTROL LABOR 1-10.5 100 HR 26 CONSTRUCTION SIGNS, CLASS A 1-10.5 400 SF 27 PLANING BITUMINOUS PAVEMENT 5-04.5 19,200 SY �8 HNIA, CL. V2 IN. PG64-28 5-04.5 3.300 TON 29 HMA FOR PRELEVELING. CL. 318 IN. PG 64-28 5-04.5 200 TON 30 NON -WOVEN FABRIC MEMBRANE INTERLAYER 5-04.5 19,200 SY 31 CRACK SEALING 5-04.5 1 FA $10,000 $10.000 32 ADJUST VALVE BOX 5-04.5 66 EA �; ADJUST MANHOLE 5-04.5 48EA 34 ADJUST MONUMENT CASE 5.04-5 3 EA 35 REPAIR OR REPLACEMENT 8-30.5 1 FA $20, 000 $20,000 TOTAL SCHEDULE 'B' TOTAL FROM SCHEDULE `A' TOTAL ALL SCHEDULES (A f B) Addendum 1 Page 6 of 7 $ 8/11/2008 Aug 11 2008 11:20AM YAKIMA ENGINEERING 509-576-6314 p.8 **Contractor must submit a bid on ALL SCHEDULES or the entire bid will be rendered non-responsive** • END OF ADDENDUM NO. 1 Addendum 1 Page 7 of 7 8/11/2008 Aug 11 2008 11:20RM YAKIMA ENGINEERING 509-576-6314 p.9 CAST IRON LID FINISHED GRADE z GATE OR BUTTERFLY VALVE (GATE VALVE SHOWN) UPPER SECTION SLIDING TYPE C.I. VALVE BOX (RICH MODEL 940—B, 18 INCHES HIGH) LOWER SECTION (RICH MODEL R-36, 36 INCHES HIGH) NOTES 1. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (RICH MODEL 044, 12 INCHES HIGH) 2. VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON THE PLANS. WATER VALVE BOX City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL WATER VALVE BOX W2 City Of Yakima 2008 Grind & Overlay Projects South 3rd Avenue Mead Avenue to Walnut Avenue City Project No. 2230 Nob Hill Blvd. S. 24th Ave to S. 4th Ave City Project No. 2214 10/13/2009 CONTENTS CITY OF YAKIMA 2008 Grind & Overlay Projects S. 3rd Ave - Mead Ave to Walnut Ave City Project No. 2230 W. Nob Hill Blvd. - S. 24th Ave to S. 4th Ave City Project No. 2214 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2006 Standard Specifications 7 CONTRACT PROVISIONS General Special Provisions 17 Project Description 18 1-02 Bid Procedures and Conditions 19 1-03 Award and Execution of Contract 24 1-04 Scope of Work 26 1-05 Control of Work 26 1-06 Control of Materials 32 1-07 Legal Relations and Responsibilities to the Public 33 1-08 Prosecution and Progress 42 1-09 Measurement and Payment 45 1-10 Temporary Traffic Control 47 2-02 Removal of Structures and Obstructions 48 2-03 Roadway Excavation and Embankment 49 2-07 Watering 49 5-04 Hot Mix Asphalt 51 7-05 Manholes, Inlets, Catch Basins, and Drywells 57 7-09 Water Mains 57 8-01 Erosion Control and Water Pollution Control 58 8-13 Monument Cases 58 8-30 Repair or Replacement (New Section) 59 9-03 Aggregates 59 9-05 Drainage Structures, Culverts, and Conduits 60 STANDARD PLANS 60 Contract Form 65 Performance Bond Form 67 Informational Certificate of Insurance 69 Informational Additional Insured Endorsement 71 Minimum Wage Affidavit Form 73 PREVAILING WAGE RATES Prevailing Wage Rates 75 (State Wage Rates attached as Supplements) 3 PROPOSAL Proposal Form 77 Item Proposal Bid Sheet 79 Bid Bond Form 83 Non -Collusion Declaration 85 Non -Discrimination Provision 87 Subcontractor List 89 Women and Minority Business Enterprise Policy 91 Council Resolution 93 Affirmative Action Plan 95 Bidders Certification 97 Materially and Responsiveness 99 Proposal Signature Sheet 101 Bidders Check List 103 PLANS & DETAILS Project Details Standard Details Traffic Control Plan Construction Plans INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 pm on August 13, 2008 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA 2008 Grind & Overlay Projects S. 31d Ave - Mead Ave to Walnut Ave City Project No. 2230 Nob Hill Blvd. - S. 24th Ave to S. 4th Ave City Project Nos. 2214 This work shall consist of but is not limited to; resurfacing 1-1/2 miles of S. 3`d Avenue and 1-'/2 miles of W. Nob Hill Blvd. Resurfacing shall be composed of planing 36,500 square yards bituminous pavement on 3rd Avenue and 19,200 square yards bituminous pavement on Nob Hill Blvd.; installing 55,700 square yards of nonwoven asphalt overlay fabric; placing 9,600 tons of HMA Class 1/2" PG 64-28, adjusting utility & monument castings, constructing ADA sidewalk ramps and other related improvements all in accordance with the Plans and Specifications as prepared by the Chief Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street upon payment of the amount of $35.00 for each set, non refundable. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington, and at Plan Centers in Yakima and Kennewick, Washington. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 30th day of July, 2008 (SEAL) Deborah J. Moore CITY CLERK PUBLISH: July 30, 2008 July 31, 2008 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2006 Standard Specifications STANDARD SPECIFICATIONS The 2008 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, by this reference, are made a 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. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2008 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references that do not apply to this particular project. SECTION 1-03, AWARD AND EXECUTION OF CONTRACT April 7, 2008 1-03.1 Consideration of Bids This section is supplemented with the following new sub -section. 1-03.1(1) Tied Bids After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker will be determined by drawing as described in this Section. Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked 'Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders that submitted a Bid total that is exactly equal to the lowest responsive Bid are eligible to draw. SECTION 1-04, SCOPE OF THE WORK April 7, 2008 1-04.4(1) Minor Changes The first sentence in the first paragraph is revised to read: 7 Payments or credits for changes amounting to $15,000 or less may be made under the bid item "Minor Change." 1-04.5 Procedure and Protest by the Contractor In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 calendar days. The second sentence in the fifth paragraph is revised to read: The determination will be provided within 14 -calendar days after receipt of the Contractor's supplemental written statement (including any additional information requested by the Project Engineer to support a continuing protest) described in item 2 above. SECTION 1-05, CONTROL OF WORK April 7, 2008 1-05.1 Authority of the Engineer The fourth paragraph is revised to read: At the Contractor's risk, the Project Engineer may suspend all or part of the Work according to Section 1-08.6. 1-05.12 Final Acceptance The second paragraph is revised to read: The Contractor agrees that neither completion nor final acceptance shall relieve the Contractor of the responsibility to indemnify, defend, and protect the Contracting Agency against any claim or Toss resulting from the failure of the Contractor (or the subcontractors or lower tier subcontractors) to pay all laborers, mechanics, subcontractors, material - persons, or any other person who provides labor, supplies, or provisions for carrying out the Work or for any payments required for unemployment compensation under Title 50 RCW or for industrial insurance and medical aid required under Title 51 RCW. SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC April 7, 2008 1-07.2(2) State Sales Tax: Work on State -Owned or Private Land The following new paragraph is inserted in front of the first paragraph: State Department of Revenue Rule 170 and its related rules apply for this section. 1-07.9(1) General The following new paragraph is inserted to follow the sixth paragraph: The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 296- 127-010, complies with all the requirements of RCW 39.12. 8 1-07.15(1) Spill Prevention, Control and Countermeasures Plan This section is revised to read: The Contractor shall prepare a project -specific spill prevention, control, and countermeasures plan (SPCC Plan) that will be used for the duration of the project. The Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on-site construction activities may commence until WSDOT accepts an SPCC Plan for the project. The term "hazardous materials", as used in this Specification, is defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M31-11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in but not limited to WAC 296-824 and WAC 296-843. Implementation Requirements The SPCC Plan shall be updated by the Contractor throughout project construction so that the written plan reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. All project employees shall be trained in spill prevention and containment, and shall know where the SPCC Plan and spill response kits are located and have immediate access to them. If hazardous materials are encountered or spilled during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. The Contractor shall supply and maintain spill response kits of appropriate size within close proximity to hazardous materials and equipment. The Contractor shall implement the spill prevention measures identified in the SPCC Plan before performing any of the following: 1. Placing materials or equipment in staging or storage areas. 2. Refueling, washing, or maintaining equipment. 3. Stockpiling contaminated materials. SPCC Plan Element Requirements The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel Identify the name(s), title(s), and contact information for the personnel responsible for implementing and updating the plan, including all spill responders. 2. Spill Reporting List the names and telephone numbers of the federal, State, and local agencies the Contractor shall notify in the event of a spill. 3. Project and Site Information Describe the following items: 9 A. The project Work. B. The site location and boundaries. C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spill Sources Describe each of the following for all potentially hazardous materials brought or generated on-site (including materials used for equipment operation, refueling, maintenance, or cleaning): A. Name of material and its intended use. B. Estimated maximum amount on-site at any one time. C. Location(s) (including any equipment used below the ordinary high water line) where the material will be staged, used, and stored and the distance(s) from nearby waterways and sensitive areas. D. Decontamination location and procedure for equipment that comes into contact with the material. E. Disposal procedures. 5. Pre -Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract documents. Identify equipment and work practices that will be used to prevent the release of contamination. 6. Spill Prevention and Response Training Describe how and when all personnel (including refueling contractors and Subcontractors) will be trained in spill prevention, containment and response in accordance with the Plan. Describe how and when all spill responders will be trained in accordance with WAC 296-824. 7. Spill Prevention Describe the following items: A. Spill response kit contents and location(s). B. Security measures for potential spill sources. C. gecondani containment practices and structures fr r .�. ..,.,. .� ) containment n i icl i� Ni ;4' Ii 1 .� ai 1u for materials. Nazar UVUJ D. Methods used to prevent stormwater from contacting hazardous materials. 10 E. Site inspection procedures and frequency. F. Equipment and structure maintenance practices. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum based products. H. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. 8. Spill Response Outline the response procedures the Contractor will follow for each scenario listed below. Include a description of the actions the Contractor shall take and the specific, on-site, spill response equipment that shall be used to assess the spill, secure the area, contain and eliminate the spill source, and clean up and dispose of spilled and contaminated material. A. A spill of each type of hazardous material at each location identified in 4, above. B. Stormwater that has come into contact with hazardous materials. C. A release or spill of any pre-existing contamination and contaminant source described in 5, above. D. A release or spill of any unknown pre-existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high water line. If the Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor under item 1 (above), identify when the Subcontractor will be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. 11 E. Hazardous materials, equipment, and decontamination areas identified in 4, above. F. Pre-existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor will use in the event of a release or spill. Payment Payment will be made in accordance with Section 1-04.1 for the following Rid item when it is included in the Proposal: "SPCC Plan", lump sum. When the written SPCC is accepted by WSDOT, the Contractor shall receive 50 -percent of the lump sum Contract price for the plan. The remaining 50 -percent of the lump sum price will be paid after the materials and equipment called for in the plan are mobilized to the project. The lump sum payment for "SPCC Plan" shall be full pay for: 1. All costs associated with creating the accepted SPCC Plan. 2. All costs associated with providing and maintaining the on-site spill prevention equipment described in the accepted SPCC Plan. 3. All costs associated with providing and maintaining the on-site standby spill response equipment and materials described in the accepted SPCC Plan. 4. All costs associated with implementing the spill prevention measures identified in the accepted SPCC Plan. 5. All costs associated with updating the SPCC Plan as required by this Specification. As to other costs associated with releases or spills, the Contractor may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted from the Contractor's operations, negligence, or omissions. 1-07.17(2) Utility Construction, Removal or Relocation by Others The first sentence in the second paragraph is revised to read: If the Contract provides notice that utility work (including furnishing, adjusting, relocating, replacing, or constructing utilities) will be performed by others during the prosecution of the Work, the Special Provisions will establish the utility owners anticipated completion. 12 The first sentence in the third paragraph is revised to read: When others delay the Work through late performance of utility work, the Contractor shall adhere to the requirements of Section 1-04.5. SECTION 1-08, PROSECUTION AND PROGRESS April 7, 2008 1-08.3(2)A Type A Progress Schedule This section is revised to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 days after the date the contract is executed, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.5 Time for Completion The third sentence in the first paragraph is revised to read: A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor's approved progress schedule, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. 1-08.6 Suspension of Work The first paragraph is revised to read: The Engineer may order suspension of all or any part of the Work if: 1. Unsuitable weather that prevents satisfactory and timely performance of the Work; or 2. The Contractor does not comply with the Contract: or 3. It is in the public interest. 1-08.7 Maintenance During Suspension The first sentence in the fourth paragraph is revised to read: If the Engineer determines that the Contractor has pursued the Work diligently before the suspension, then the Contracting Agency will maintain the temporary Roadway (and bear its cost). The fifth paragraph is revised to read: 13 The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor, except those costs associated with implementing the TESC Plan according to Section 8-01. The seventh paragraph is revised to read: After any cl Isroph inn, the (vnntrartnr chap rPCI IMP all recnnncihilitiac the (.nntrart acclgnc for the Work. SECTION 1-09, MEASUREMENT AND PAYMENT April 7, 2008 1-09.9 Payments The first naranranh is ci innlementerl ‘n,ith the following: wing: For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction meeting. The second sentence in the third paragraph is revised to read: Unless otherwise provided in the payment clause of the applicable Specifications, partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Project Engineer's determination of the amount of Work performed, with consideration given to but not exclusively based on the Contractors lump sum breakdown. The third paragraph is supplemented with the following: The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.9(1) Retainage In the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. SECTION 1-10, TEMPORARY TRAFFIC CONTROL January 7, 2008 1-10.5(1) Lump Sum Bid for Project (No Unit items) This section is revised to read: "Project Temporary Traffic Control", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10, except for costs compensated by Bid Proposal items inserted through Contract Provisions as described in Section 1-10.4(3). 14 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP April 7, 2008 2-01.3(1) Clearing Item 3 .is deleted. The first sentence in Item 4. is revised to read: Follow these requirements for all stumps that will be buried deeper than 5 -feet from the top, side, or end surface of the embankment or any structure: 2-01.3(2) Grubbing Item 2. e, is revised to read: Upon which embankments will be placed except stumps may be close -cut or trimmed as allowed in Section 2-01.3(1) item 4. SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS April 7, 2008 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence in 3. is supplemented with the following: For removal of bituminous pavement, asphalt planing equipment may be used in lieu of sawcutting provided that a clean vertical edge remains. SECTION 5-04, HOT MIX ASPHALT April 7, 2008 5-04.3(12)B Longitudinal Joints The first two paragraphs are revised to read: The longitudinal joint in any 1 course shall be offset from the course immediately below by not more than 6 -inches nor less than 2 -inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. a. If a hot -lap joint is allowed at the center of the traffic lane, 2 paving machines shall be used; a minimum compacted density in accordance with Section 5-04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any un - compacted mix. 15 The reference to Standard Plan A-1 in the third paragraph is revised to read "Standard Plan A40.10-00. 5-04.3(21) Asphalt Binder Revision This section is revised to read: When the Contracting Agency provides a source of aggregate, the expected percentage content of asphalt binder in the resulting mix will be identified in the Contract documents. Should the percentage of asphalt binder shown in the job mix formula for Hot Mix Asphalt produced with Agency -provided aggregate vary by more than plus or minus 0.3 -percent from the amount shown in the Contract documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice unit cost, including shipping cost, without any markups. The quantity subject to an adjustment shall be the difference between the JMF asphalt binder percentage and the contract document asphalt binder percentage except that the first 0.3% of this difference shall not apply. No adjustment will be made when the Contractor elects not to use a Contracting Agency - provided source, or when no source is made available by the Contracting Agency. 16 CONTRACT PROVISIONS Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2008 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) (******) (Regions' date) (BSP date) General Special Provisions are to many projects, usually in more project to another is the inclusion Region Special Provisions are designations are as follows: General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. Region Special Provision Bridges and Structures Special Provision similar to Standard Specifications in that they typically apply than one Region. Usually, the only difference from one of variable project data, inserted as a "fill-in". commonly applicable within the designated Region. Region Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Project Specific Special Provisions normally appear only in the contract for which they were developed. 17 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This contract provides for the improvement of *** 3rd Avenue between Chestnut and Mead R Nob Hill Blvd between 4th Avenue and 24th Avenue by planing bituminous pavement, installing non -woven fabric membrane interlayer, paving with HMA Cl. 1/2" PG 64-28, adjusting water valves, manholes and monument cases, installing ADA ramps, and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01.3 Definitions (May 25, 2006 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation„ "Secretary" "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract". Contract Time: the period of time established by the terms and conditions of the contract within which the work must be physically completed. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. 18 Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (October 1, 2005 APWA GSP) Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to 19 take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. 1-02.2 Plans and Specifications (October 1, 2005 APWA GSP) Delete this section and replace it with the following: Infnrmatinn as to where Birt n^CHIT ents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced pians (11` x 17") 10 Furnished automatically and Contract Provisions upon award. Large plans (e.g., 22" x N/A Furnished only upon 34") and Contract request. Provisions Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Invitation to Bid. 1-02.4 Examination of Plans, Specifications and Site of Work 1-02.4(1) General This section is supplemented with the following: No pre-bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1-02.5 Proposal Forms (October 1, 2005 APWA GSP) Delete this section and replace it with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. 20 The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal (January 23, 2006 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit price must equal or exceed the minimum amount stated. 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage, which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 21 1-02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. (*****) Public Opening Of Proposal Section 1-02.12 is supplemented with the following: Date Of Opening Bids Sealed bids are to be received at the following locations prior to the time specified: 1. At the City Clerk's Office, City of Yakima, 129 N. Second Street, Yakima, WA 98901 until 2:00 P.M. of the bid opening date. The bid opening date for this project is as listed in the Invitation to Bid. Bids received will be publicly opened and read after 2:00 P.M. on this date. 1-02.13 Irregular Proposals (October 1, 2005 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as rprniirarl in SArtinn 1-n2m; h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1- 02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 22 1-02.14 Disqualification of Bidders (October 1, 2005 APWA GSP) Revise this section to read: A bidder may be deemed not responsible and the proposal rejected if: 1. More than one proposal is submitted for the same project from a bidder under the same or different names; 2. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; 3. The bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as iudged from the standpoint of conduct of the work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; 5. There is uncompleted work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the work bid upon; 6. The bidder failed to settle bills for labor or materials on past or current contracts; 7. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; 8. The bidder is unable, financially or otherwise, to perform the work; 9. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27); 10. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency•may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 23 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. if a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract This section is supplemented with the following: Award of the contract will be to the lowest bidder of the two schedules combined. 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within Fourteen (14) calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1- 03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of Six (6) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 24 1-03.4 Contract Bond (***** APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1 Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period o one year from and after the final acceptance therof by the Contracting Agency. In addition to the requirements from the Contract Bond according to SECTION 1-03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency, its employees, agents and elected or appointed officials harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 25 1-03.7 Judicial Review Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. SCOPE OF THE YYORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, including APWA General Special Provisions, if they, are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction. 1-04.11 Final Cleanup This section is supplemented with the following: The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is completed. CONTROL OF WORK 1-05.1 Authority of the Engineer Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not 26 relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. Conformity With And Deviations From Plans And Stakes Section 1-05.4 is supplemented with the following: The Consultant will establish the line and grade of proposed construction by offset stakes and "blue top" hubs as defined below. The Contractor shall establish grades from the Consultant's stakes at suitable intervals in accordance with good practice and which meet with the approval of the Engineer. Where any information on the Plans is insufficient for establishing line and/or grade, the Contractor shall request additional information from the Consultant. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are directed by the Engineer. The Consultant will perform all surveying necessary to check compliance with the Specifications and as required for measuring the quantities of work as specified. The Contractor shall furnish assistance to the Engineer in checking depth and measuring quantities for payment purposes. Offset stakes will be provided by the Consultant one time only for back of curb alignment/top of curb grade at fifty (50) foot intervals, and at all curb returns and catch basins. The Consultant will provide slope staking one time only in areas of significant sloping, establish the centerline for minor structures, and establish bench marks at convenient locations for use by the Contractor. The Consultant will provide "blue top" hubs one time only at fifty (50) foot intervals at subgrade at curb and gutter. The Contractor shall request subgrade "blue top" hubs in accordance with staking request procedures herein specified. The Contractor shall be responsible for installing "blue top" hubs at fifty (50) foot intervals for each course of aggregate. All costs of staking performed by the Contractor shall be considered incidental to the various bid items of the project. Any charges incurred by the Consultant to replace stakes, markers, and monumentation which were not to be disturbed but were damaged by the Contractor's operations, shall be calculated on an hourly basis at the Consultant's normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time and overtime. The Contractor does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Consultant's line and grade, will not be allowed unless the original control points set by the Consultant still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Consultant. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer and Consultant. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 27 1-05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of Toss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.10(1) General Guaranty and Warranty (NEW SECTION) The following new section shall be added to the Standard Specifications: 28 If, within one year after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non -defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1-05.7 of these Specifications. The Contractor agrees the above one-year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 29 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorous I , diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 30 1-05.13 Superintendents, Labor and Equipment of Contractor (May 25, 2006 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, it will take these performance reports into account. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 31 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use This section is supplemented with the following: All lighting materials and sign posts to be supplied by the City of Yakima as specified elsewhere in these special provisions will he made available to the Contractor at nn cost. The Contractor shall make arrangements with the City for access to their storage yard at the corner of South 3rd Avenue and Pine Streets which is approximately 0.5 miles from the west end of the project limits. Loading and hauling equipment shall be the responsibility of the Contractor. 1-06.2 Acceptance of Materials 1-06.2(1) Samples and Tests for Acceptance This section n is supplemented vviti 1 the following: The Contractor shall be responsible for scheduling and paying for all material testing required for this project. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. Moisture density curves for each type of material encountered and copies of all test results shall be submitted to the Engineer as construction progresses for Trench Backfilling, Embankment Compaction, Subgrade Preparation, and Ballast and Crushed Surfacing. The sampling frequency is as follows: Trench Backfilling Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7-08.3(3) or 7-10.3(11) as applicable to the pipeline being cnnstnicted. Ata minimum, r_nmpartinn within the rnarlway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). Embankment Construction Compaction tests shall be taken at a frequency sufficient lel It to document tlat tl ie required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of roadway embankment. 32 Roadway embankment compaction shall be as specified in Section 2-03.3(14). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. Subgrade compaction shall be as specified in Section 2-06.3(2). Ballast and Crushed Surfacing Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5). Asphalt Concrete Pavement 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 Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of asphalt concrete pavement. Compaction of asphalt concrete pavement shall be as specified in Section 5-04.3(10) B of these Special Provisions. Cement Concrete Curb, Gutter and Sidewalk One test shall be taken for every 500 cubic yards of concrete placed for curb, gutter or sidewalk. The concrete shall be tested for temperature, air content, slump and compressive strength. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall 33 establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 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 ILrac:Lor LU pay Sales tax. 1 I IC provisions of Section f I-0 / .2(1) apply. Environmental Regulations 1-07.5(1) General This section is supplemented with 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 This section is supplemented with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574- 1410. Permits And Licenses - Section 1-07.6 is supplemented with the following: (*****) 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. The Contractor shall have or obtain a valid City of Yakima Business License for the duration of this project. 34 Contractor's Responsibility for Work 1-07.13(3) Relief of Responsibility for Damage by Public Traffic Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1-07.15 Temporary Water Pollution/Erosion Control Replace the second paragraph with the following: The Contractor shall perform all temporary water pollution/erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. Payment for all work necessary to comply with Section 1- 07.15 shall be included in other various bid items, and no separate payment shall be made. 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property This section is supplemented with the following: Stockpiling in City of Yakima right-of-way or on existing or new improvements shall not occur unless approved by the Engineer. All temporary stockpile sites shall be restored to their original condition or better. The Contractor shall contact all property owners and tenants in the vicinity of this project, via newsletter/mailing, a minimum of one (1) week prior to start of construction. The newsletter/mailing shall advise the owners and tenants of the construction schedule and indicate the Contractor's name, contact person, and telephone numbers. (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. 35 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: Qwest 8 W 2nd Ave, Room 304 Yakima, Washington 98902 Charter Cable 1005 N 16th Avenue Yakima, Washington 98902 City of Yakima Water Division 2301 Fruitvale Blvd. Yakima, Washington 98902 City of Yakima Wastewater Division 2220 E. Viola, Yakima, Washington 98901 Cascade Natural Gas Corporation 401 N lst Street, Yakima, Washington 98901 Pacific Power PO Box 1729 Yakima, Washington 98907 Level 3 Communications Dale Smith 509-575-7183 509-575-1697 509-575-6154 509-575-6077 509-457-5905 509-575-3146 253-209-3236 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council - Area 5, telephone number 1-800-553-4344, at least 72 hours prior to start of excavation so that underground utilities may be marked. it shah be the contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and assess their impacts on his construction activities. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with plans and schedules of the installations on new, relocated, or adjusted utilities. Both public and private utility organizations may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Public Liability and Property Damage Insurance (***** APWA GSP) 1-07.18(1) General Requirements The Contractor shall obtain and keep in force during the term of the contract and until 30 days after the physical completion date, unless otherwise indicated below, the following insurance with insurance companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. The insurance provided must be with an insurance company with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. If any policy is written on a claims made form, the retroactive date shall be prior to or coincident with the effective date of this contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims made form coverage shall be 36 maintained by the Contractor for a minimum of three years following the expiration or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. The policies of insurance shall contain a "cross liability" endorsement substantially as follows: The inclusion of more than one insured under this policy shall not affect the rights of any insured as respects any claim, suit, or judgment made or brought by or for any other insured or by or for any employee of any other insured. This policy shall protect each insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). In addition, Contractor's insurance shall be primary as respects the Contracting Agency, and any other insurance maintained by the Contracting Agency shall be excess and not contributing insurance with the Contractor's insurance. The Contracting Agency shall be given at least 45 days prior written notice of any cancellation, reduction in coverage, or other material change in any insurance policy. Insurance shall provide coverage to the Contractor, all subcontractors, and the Contracting Agency. The coverage shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, contractors, or invitees, in or about the Property from any cause, and hereby waives all claims against the Contracting Agency. The Contractor further waives, with respect to the Contracting Agency only, its immunity under RCW Title 51, Industrial Insurance. The Contractor shall forward to the Contracting Agency the original policy, or endorsement obtained, to a Contractor's policy currently in force. Including specifically, the additional insured endorsement as requested in the Evidence of Insurance Section. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency may, after giving five 37 working days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance shall be incidental to and included in the unit contract prices of the contract and no additional payment will be made. 1-07.18(2) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. A pvi%y of vvviilmer AalGeI ler al Lauf' i ty 111JUrdl IVe, written VI 1 al l� ii �siir anie inuu Lry standard occurrence form: (CG 00 01) or equivalent, including all the usual coverage known as: Per project aggregate endorsement (CG2503) Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap or Employers Contingent Liability Explosion, Collapse, or Underground (XCU), (as applicable)* Liquor Liability/Host Liquor Liability (as applicable)* Fire Damage Legal Blasting (as applicable)* * These coverage are only required when the Contractor's work under this agreement includes exposures to which these specified coverage respond. If the contract requires working over water, the following additional coverages are required, if so stated in the Contract Provisions: a. Watercraft, owned and non -owned b. U.S. Harborworkers'/Longshoremen and Jones Act If any structures are involved in the contract, the Contractor shall provide property insurance under an "All Risk Builder's Risk" form in an amount equal to the value of the structure. The structure shall have All Risk Builders Risk Insurance inclusive of earthquake and flood subject to customary industry deductibles. Other additional coverages that may be required will be listed in the Contract Provisions. Such policy(ies) must provide the following minimum limits: Bodily Injury and Property Damage $1,000,000 General Aggregate 38 $1,000,000 $1,000,000 $1,000,000 $ 50,000 Products & Completed Operations Aggregate Personal & Advertising Injury Each Occurrence Fire Damage Stop Gap Employers Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 2. Commercial Automobile Liability: as specified by Insurance Services Office, form number CA 0001, Symbol 1 (any auto), with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" as defined in exclusion 11 of the commercial auto policy are to be transported. Such policy(ies) must provide the following minimum limit: Bodily Injury and Property Damage $1,000,000 combined single limit 3. Excess or Umbrella Liability $1 millionper occurrence and aggregate 4. A Pollution Liability policy, required if so stated in the Contract Provisions, providing coverage for claims involving remediation, disposal, or other handling of pollutants arising out of: (1) Contractor's operations related to this project; (2) transportation of hazardous materials to or from any site related to this project, including, but not limited to, the project site and any other site, including those owned by the Contractor or for which the Contractor is responsible; and (3) remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos. Such Pollution Liability policy shall provide the following minimum coverage for Bodily Injury and Property Damage: $1,000,000 per occurrence 5. Professional Liability: Required if design services are a part of the work, to cover damages resulting from professional errors and omissions. Such policy must provide the following minimum coverage: $1,000,000 per claim and annual aggregate. 6. A policy of Worker's Compensation, as required by the Industrial Insurance Laws of the State of Washington. As respects Workers' Compensation insurance in the state of Washington, Contractor shall secure its liability for industrial injury to its employees in accordance with the provisions of RCW Title 51. If Contractor is qualified as a self -insurer in accordance with RCW 51.14, Contractor shall so certify by letter signed by a corporate officer indicating that it is a qualified self insured, and setting forth the limits of any policy of excess insurance covering its employees. 1-07.18(3) Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate evidence of insurance as stated above for each subcontractor. All coverage for 39 subcontractors shall be subject to all the requirements stated herein and applicable to their profession. 1-07.18(4) Evidence of Insurance When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the fnllnwinn ranuirementc• 1. An ACORD certificate Form 25-S, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. 2. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. J. The certificate(s) shall not contain iLe following U_ similar wording regarding cancellation notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company." 4. The City of Yakima, its agents, employees, and elected or appointed officials shall be named as additional insureds for Yakima DFI, Phase 2 Pedestrian Streetside improvemetns on ACORD certificate of Insurance and any endorsements attached. 1-07.18(5) Self -Insurance Should Contractor be self-insured for any liability coverage, a letter from the Corporate Risk Manager, or appropriate Finance Officer, is acceptable—stipulating if actuarially funded and fund limits; plus any excess declaration pages to meet the contract requirements. Further, this letter shall advise how Contractor would protect and defend the Contracting Agency as an Additional Insured in their Self -Insured layer, and include claims - handling directions in the event of a claim. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic This Section shall be supplemented with the following: Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open unless the Contractor provides the Engineer with written agreement from the business owner for alternate accesses, hours of work or nthar arrraamantQ Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. To minimize the disruption to access to adjacent properties, and to Yakima Transit operations, any lane closure area shall be limited to that area of active work and necessary for appropriate lane closure tapers. The Contractor shall stage work to maintain access to and egress from all 40 properties at all times. Contractor may consider work immediately in front of business access to be done during non -business hours or schedule an agreeable time with each business owner. A safe pedestrian access shall be provided at all times through or around the current work areas. All lane closures shall be coordinated with the adjacent businesses, other contractors working within the project vicinity, local transit agencies and the City of Yakima. Where, in the opinion of the Engineer, parking is a hazard to through traffic or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the City and placed by the Contractor. The Contractor shall be responsible for and shall maintain all such signs. The replacement of signs restricting parking shall be as approved by the Engineer. The Contractor shall notify all property owners and tenants of detours, street and alley closures, or other restrictions that may interfere with their access. Notification shall be at least twenty-four (24) hours in advance for residential property, and at least forty-eight (48) hours in advance for commercial property. Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. In addition, the Contractor shall coordinate his activities with all disposal firms and transit bus service that may be operating in the project area. It is the intent of the Contract to effectively prevent the deposition of debris on streets in areas of public traffic or where such debris may be transported into a drainage system. When construction operations are such that debris from the work is deposited on the roadway surfaces, the Contractor will remove all such debris before the end of the work day. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question, or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with Contractor's obligations is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from moneys due or to become due the Contractor next monthly estimate. The Contractor shall have not claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. If the Contractor elects to work at night, adequate lighting shall be provided at no additional cost to the Contracting Agency, and as approved by the Engineer. 1-07.23(2) Construction and Maintenance of Detours This section is supplemented by the following: No full street closure shall be allowed from 6:00 am to 7:00 pm. The Contractor shall make a written request to the Engineer for each nighttime closure a minimum of five working days prior to the closure. Each request shall include a full detour 41 and signing plan and approximate times of closure. Closures or detours shall not proceed until approved in writing by the Engineer. 1-07.28 Safety Standards (New Section) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-07.29 Notifying Property Owners (New Section) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (May 25, 2006 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 42 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.1 Subcontracting This section is supplemented with the following: The Contractor shall use the Subcontractors List and Subcontractor Certification Form included within these contract documents to comply with the specifications of this section. 1-08.3 Progress Schedule The first and second paragraphs of Section 1-08.3 are replaced with the following: The Contractor shall prepare and submit to the Engineer 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 modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order, which substantially affects the scheduling. Copies (2 prints or 1 reproducible of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall detail each city block front's work individually from beginning to end. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indi- cated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. 43 This section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the 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 this weekly activity schedule, or in a sequence differing form the which he has shown on this schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. Prosecution Of Work Revise this section to read: 1-08.4 Notice to Proceed and Prosecution of the Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. Time For Completion (March 13, 1995) Section 1-08.5 is supplemented with the following: This project shall be physically completed within *** 50 *** working days. (October 1, 2005 APWA GSP) Revise the fourth and fifth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. The Contract Provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Each working day shall be charged to the contract as it occurs, beginning on the day after the Notice to Proceed Date, unless otherwise provided in the Contract Provisions, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical rpm !etinn of the contract; and (3) remaining for the physic -al complation of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the 44 Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents 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. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 1-08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 1, 2005 APWA GSP) Supplement this Section with the following: Owner has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, Owner does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 45 1-09.9 Payments (October 1, 2005 APWA GSP) Delete the third paragraph and replace it with the following: Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the pr econstr uction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each Lump Sum Item, or per the schedule of values for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work performed by a subcontractor are subject to the provisions of RCW 39.04.250. 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 46 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read: The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Traffic Control Management General (August 2, 2004) Section 1-10.2(1) is supplemented with the following: The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 Flaggers and Spotters Section 1-10.3(1)A is supplemented with the following: Lighting Requirements for Hours of Darkness During hours of darkness each required flagging station shall be illuminated. Light plants shall be selected from any of the following models, or an approved equal: Ingersoll Rand Model L6 or L8 Genie Model TML -4000 or TML -4000N Terex/Coleman Model RL 4000 Wacker Model LT4Z BOSS Model BLK64MH 47 Measurement (August 2, 2004) Section 1-10.4(2) is supplemented with the following: The bid proposal does not contain the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(2) shall apply DIVISION 2 EARTHWORK REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description Section 2-02.1 is supplemented with the following: This work shall consist of the removal and disposal of various existing improvements, including but not limited to: 330 square yards of curb and gutter & sidewalk removal. Construction Requirements Removal of Pavement, Sidewalks and Curbs Section 2-02.3(3) is supplemented with the following: The Contractor shall note that the condition of existing known and unknown private utility service line under the existing sidewalk surfaces may be questionable and therefore the Contractor should use caution in determining his methods of demolition and removal. In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, saw cut the edge of the asphalt pavement with an approved pavement cutter. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, dean pavement edge. Should the pavement edge be damaged prior to asphalt paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. Measurement Section 2-02.4 is supplemented with the following: Saw Cut, Per Inch Depth will be measured by the linear foot per inch of depth. Payment Section 2-02.5 is supplemented with the following: "Saw Cut, Per Inch Depth", per linear foot. 48 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3(7) Disposal of Surplus Materials 2-03.3(7)A General Add the following: Excavated material shall be hauled to a waste site. A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated material back of new curb, as directed by the Engineer. Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments. Topsoil shall be saved to use for backfill adjacent to the new improvements. If additional topsoil is required, it shall be provided in accordance with SECTION 8-01 of these Special Provisions. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. 2-07 WATERING 2-07.1 Description Add the following: The Contractor shall be solely responsible for dust control on this project .and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2-07.3 Construction Requirements Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. 49 The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or al i employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant us. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2-07.4 Measurement This section is revised to read: Water will be measured with the metered hydrant connection. 2-07.5 Payment This section is revised to read as follows: Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 50 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT 5-04.2 Materials This section is supplemented with the following: The pavement paving fabric shall be furnished by an ISO approved manufacturer of polypropylene or polyester geosynthetics and is utilized to extend the service life of pavement overlays. The paving fabric shall be needle punched, nonwoven and heat treated on one side and shall conform to the following physical and mechanical properties: Property Units Test Method Minimum Average Roll Value (MARV) Mass Per Unit Area oz/yd2/(gm/m2) ASTM D 5199-01 4.1 (140) Grab Tensile Strength Ib (N) ASTM D 4632-91 102 (450) Grab Elongation at Break % ASTM D 4632-91 50 Mullen Burst Strength Ib (kPa) ASTM D 3786-87 200 (1378) Asphalt Retention gal/yd2 (I/m2) ASTM D 6140-00 0.21 (0.95) A Certificate of Compliance for the paving fabric used on the project shall be furnished by the manufacturer to the engineer. The paving fabric shall be supplied in a protective cover or wrap that is capable protecting the fabric form ultraviolet rays, abrasion, and water. Mirapave 500 ® ® or approved equal paving fabric should be used. Mirapave 500 is available from MIRAFI Construction Products, 800-685-9990 or 800-333-6205 5-04.3 Construction Requirements 5-04.3(7)A Preparation of Existing Surfaces This section is replaced with the following: Surface Preparation: The surface on which the paving fabric is to be placed shall be free of dirt, water, vegetation and other foreign materials. Open cracks 1/4 inch or larger shall be filled with sand mixed asphalt as directed by the Engineer. Cracks larger than 1/2 inch or holes shall be filled with cold or hot mix asphalt. The use of a leveling course may be required prior to placing the paving fabric in severe cases. Application of Sealant: The asphalt cement and binder must be uniformly spray -applied at the specified rate. The quantity required may vary with the surface condition of the existing pavement (e.g. degree of porosity), but shall be applied at a nominal rate of 0.25 gallons per square yard of residual asphalt. Application of asphalt cement will be performed by truck- mounted distribution equipment whenever possible, with hand spraying kept to a minimum. The temperature of the asphalt cement must be sufficiently high to permit a uniform spray 0 pattern. The minimum recommended temperature for asphalt cement is 290 F, and should not 0 exceed 325 F. 51 Paving Fabric Placement: The paving fabric shall be placed onto the asphalt cement with a minimum of wrinkles before the asphalt can cool or lose its tackiness. The paving fabric shall be placed so that the non -heat treated (bearded or fuzzy) side is placed downward, into the sealant, thus providing optimum bond between fabric and pavement during the construction process. As directed by the Engineer, wrinkles severe enough to cause "folds" shall be slit and laid flat in the direction of paving operations. Brooming the paving fabric will assist it in making intimate contact with the pavement surface. Any overlap of the paving fabric should be minimized, although an overlap of 1 to 3 inches is recommended to insure full closure of overlapping layers. Care must be exercised to prevent edge pick-up by the paver on transverse joints they may be shingled (overlapped) in the direction of paving operations or secured by asphalt tack. The contractor installing the paving fabric must prove that they have at least 4 years experience in placing paving fabric. In the event that asphalt cement should bleed through the paving fabric before the hot mix asphalt is placed, it may be necessary to absorb any visible sealant by spreading sand or hot mix asphalt over those areas. This should minimize the tendency for construction equipment tires to lift the paving fabric when driving over it. Turning of paving equipment and other vehicles on the paving fabric must be kept to a minimum to avoid movement or damage to the fabric. 0 Satisfactory installation of hot mix asphalt can be accomplished at temperatures below 300 F. 0 In no case should temperature of the hot mix asphalt concrete exceed 395 F at time of placement. Fabric Handling Equipment: A tractor or similar mechanical device with mounted lay down equipment that is capable of handling full rolls of fabric shall be used. The equipment shall be capable of laying the paving fabric smoothly without excessive wrinkles and/or folds. Miscellaneous Equipment: Stiff bristle brooms used to smooth, and scissors (or blades) used to cut the paving fabric shall be provided by the Installer. A pneumatic -tired roller may be needed in some cases to smooth paving fabric into the asphalt cement. 5-04.3(5)E Pavement Repair This section is supplemented with the following: In areas where the new asphalt is to be placed against existing asphalt, the asphalt shall be repaired as follows: Six inches of crushed surfacing base course shall be placed and compacted to within three inches of the finished grade. Then, the edges of the existing pavement shall be painted with a hot asphalt tack coat, and hot mix asphalt shall be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emultion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 52 5-04.3(7)A Mix Design (May 25, 2006 APWA GSP) Section is deleted and replaced with: (*****) 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6). Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti -strip requirements for the HMA. The mix design will be the initial Job Mix Formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 2. Non Statistical Evaluation. Non statistical acceptance will apply to all HMA not designated as Commercial HMA in the contract documents. Non statistical acceptance testing will be conducted as outlined in 5-04.3(8)A. 3. Commercial Evaluation. Where Commercial HMA is allowed it can be accepted by a Manufacturer's Certificate of Compliance stating the material meets the requirements in the contract Special Provisions. Where HMA Commercial is used for the traveled way, a minimum of one acceptance test to verify gradation, fracture, sand equivalent, and oil content is required in addition to the Manufacturer's Certificate of Compliance. 5-04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: (*****) 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Sampling of HMA for nonstatistical evaluation will be as discussed in WSDOT Standard Specifications for Road, Bridge, and Municipal Construction, 2008 edition, section 5-04.3(8)A, sections 3 through 6. Commercial evaluation will be used for Commercial HMA and other classes of HMA as allowed by the contract. Commercial HMA may be used for amounts of HMA less than 2500 tons in any application. Testing beyond that specified in 5- 04.3(7)A, item 3 for Commercial HMA will be at the discretion of the engineer. Anti -strip additive, where required, will be verified and documented by the engineer. 2. Aggregates. The acceptance criteria for aggregate properties of sand equivalent, voids in mineral aggregate (VMA), fracture and gradation will be their conformance to the requirements of Section 9-03.8(2) the Standard Specification, 2008 edition. 53 5-04.3(8)A, Acceptance Sampling and Testing — Item 4, second paragraph is deleted. 5-04.3(8)A, Acceptance Sampling and Testing — Item 7 is deleted. HMA Mixture HMA Mixture 5-04.3(13) Surface Smoothness (January 5, 2004) The second sentence of this section is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. The last paragraph of this section is supplemented with the following: When utility appurtenances such as manhole rings and covers and valve boxes are encountered of are to be located within the HMA pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures and new monument cases for all monuments as shown on the plans. Utility casting shall not be adjusted until the paving is complete. After which, the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The HMA shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus two feet. The new rim shall be placed on cement concrete or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1-1/2 inches below the finished pavement surface. On the following day, the concrete, the edges of the HMA and the outer edge of the casting shall be painted with a hot asphalt tack coat. HMA Class 3/8 In. shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5-04.3(15) HMA Road Approaches This section is supplemented with the following: Along the line of new work, it may be necessary to partially remove existing asphalt roadway surfaces, driveways, alleys or other asphalt paved areas. These areas will then be reconstructed to match the existing pavement section matching the new curb and sidewalk or adjacent pavement grades. 54 Before excavating or trenching, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line and a tack coat applied. The asphalt driveways shall be constructed of HMA Class 3/8" PG 64-28 as specified in the Standard Specifications. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: (*****) Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 1/2", 1", 3/4", 1/2", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 5-04.4 Measurement Add the following items to this section: Pavement Repair will be measured by the square yard for the actual amount of pavement repaired. Non -woven fabric membrane interlayer will be measured by the square yard for the actual amount of interlayer material placed. 5-04.5 Payment Add the following items to this section: "Pavement Repair', per square yard. "Non -Woven Fabric Membrane Interlayer", per square yard. The per square yard payment for non -woven fabric membrane interlayer shall be full pay for all labor, equipment and material required to furnish and place the fabric membrane interlayer. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Items 1-3 are deleted and replaced with: A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing 55 sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is Tess than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 56 DIVISION 7 DRAINAGE STRUCTURES, STORMSEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.3 Construction Requirements 7-05.3(1) Adjusting Manholes and Catch Basins to Grade This section is supplemented with the following: Manholes, junction boxes, water valve boxes, and similar structures shall be adjusted as detailed in Section 5-04.3(13) of these contract Special Provisions. All manhole rings and lids to be adjusted shall be replaced with locking manhole rings and lids that will be supplied by the City at no cost to the Contractor. The locking manhole rings and lids must be picked from the Wastewater Collections Shop located on Third Avenue and Pine Street at the contractors' expense. The locking lids are marked as "Storm" for those of the stormwater system, and "Sewer" for the sanitary sewer system. The contractor will be responsible for placing the correct lid on each sewer type. 7-09 WATER MAINS 7-09.1 Description This section is supplemented with the following: This work shall include adjusting valve boxes to the finished grade of the asphalt concrete pavement or sidewalk. 7-09.3 Construction Requirements This section is supplemented with the following: Where existing valve boxes are located in the existing or proposed asphalt roadway, they shall be adjusted as detailed in Section 5-04.3(13) of these Standard Specifications. Where existing valve boxes are located in the proposed sidewalk, they shall be adjusted to finish grade prior to placing the concrete. 7-09.4 Measurement The following item is added to this section: Adjust valve box will be measured per each, for each valve box adjusted. 7-09.5 Payment The following item is added to this section: "Adjust Valve Box", per each. 57 The unit contract price per each for "Adjust Valve Box" shall be full pay for all labor, equipment and material required to adjust the valve box. DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3 Construction Requirements 8-01.3(1) General Section 8-01.3(1) is supplemented with the following: (April 3, 2006) Erodible Soil Eastern Washington The eighth paragraph of Section 8-01.3(1) is revised to read: Erodible soil not being worked whether at final grade or not, shall be covered within the following time period using an approved soil cover practice, unless authorized by the Engineer: July 1 through September 30 October 1 through June 30 8-13 MONUMENT CASES Description This section is supplemented with the following: 30 days 15 days This work shall include adjusting monument cases to the finished grade of the asphalt concrete pavement or sidewalk. 8-13.3 Construction Requirements This section is supplemented with the following: Where existing monument cases are located in the existing or proposed asphalt roadway, they shall be adjusted as detailed in Section 5-04.3(13) of these Standard Specifications. 8-13.4 Measurement The following item is added to this section: Adjust monument case will be measured per each, for each monument case adjusted 8-13.5 Payment The following item is added to this section: "Adjust Monument Case", per each. 58 The unit contract price per each for "Adjust Monument Case" shall be full pay for all labor, equipment and material required to adjust the valve box. 8-30 REPAIR OR REPLACEMENT (New Section) 8-30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf, reconnection or realignment of side services to the new sanitary sewer trunkline, or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8-30.5 Payment Payment will be made for the following bid items: "Repair or Replacement", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8 Aggregates for Asphalt Concrete 9-03.8(7) HMA Tolerances and Adjustments (May 25, 2006 APWA GSP) Item 1 is deleted and replaced with: (*****) 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1", 3/4", '/6", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% 59 These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.15 Metal Castings 9-05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets This section is supplemented with the following: Castings for the Catch Basins on this project shall be as shown on the City of Yakima Standard Detail. STANDARD PLANS April 2, 2007 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 07-008, effective April 2, 2007 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA". The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-1 10/24/06 A-3 5/30/02 A-6 2/24/03 A-2 12/20/06 A-5 2/24/03 A-7 10/04/05 B-5.20-00 6/01/06 B-30.50-00 6/01/06 B-75.20-00 6/01/06 B-5.40-00 6/01/06 B-30.70-00 6/01/06 B-75.50-00 6/08/06 B-5.60-00 6/01/06 B-30.80-00 6/08/06 B-75.60-00 6/08/06 B-10.20-00 6/01/06 B-30.90-00 6/08/06 B-80.20-00 6/08/06 B-10.40-00 6/01/06 B-35.20-00 6/08/06 B-80.40-00 6/01/06 B-10.60-00 6/08/06 B-35.40-00 6/08/06 B-82.20-00 6/01/06 B-15.20-00 6/01/06 B-40.20-00 6/01/06 B-85.10-00 6/01/06 B-15.40-00 6/01/06 B-40.40-00 6/01/06 B-85.20-00 6/01/06 B-15.60-00 6/01/06 B-45.20-00 6/01/06 B-85.30-00 6/01/06 B-20.20-01 11/21/06 B-45.40-00 6/01/06 B-85.40-00 6/08/06 B-20.40-01 11/21/06 B-50.20-00 6/01/06 B-85.50-00 6/08/06 B-20.60-01 11/21/06 B-55.20-00 6/01/06 B-90.10-00 6/08/06 60 B-25.20-00 6/08/06 B-60.20-00 6/08/06 B-25.60-00 6/01/06 B-60.40-00 6/01/06 B-30.10-00 6/08/06 B-65.20-00 6/01/06 B-30.20-01 11/21/06 B-65.40-00 6/01/06 B-30.30-00 6/01/06 B-70.20-00 6/01/06 B-30.40-00 6/01/06 B-70.60-00 6/01/06 0-1 2/06/07 C -3b 10/04/05 C -la 7/31/98 C -3c 6/21/06 0-1b 10/31/03 C -3d 3/03/05 C -lc 5/30/97 C-4 2/21/07 C-1 d 10/31/03 C -4a 2/21/07 C-2 1/06/00 C -4b 6/08/06 C -2a 6/21/06 C -4e 2/20/03 C -2b 6/21/06 C -4f 6/30/04 C -2c 6/21/06 C-5 10/31/03 C -2d 6/21/06 C-6 5/30/97 C -2e 6/21/06 C -6a 3/14/97 C -2f 3/14/97 C -6c 1/06/00 C -2g 7/27/01 C -6d 5/30/97 C -2h 3/28/97 C -6f 7/25/97 C -2i 3/28/97 0-7 10/31/03 C -2j 6/12/98 C -7a 10/31/03 C -2k 7/27/01 C-8 4/27/04 C -2n 7/27/01 C -8a 7/25/97 C -2o 7/13/01 C -8b 1/11/06 C -2p 10/31/03 C -8e 2/21/07 C -2q 3/03/05 C -8f 6/30/04 C -2r 3/03/05 C-10 7/31/98 C -2s 3/03/05 0-11 5/20/04 C -2t 3/03/05 C-11 a 5/20/04 C-3 10/04/05 0-11 b 5/20/04 C -3a 10/04/05 C-12 7/27/01 D -la 1/23/02 D-2.30-00 11/10/05 D -lb 10/06/99 D-2.32-00 11/10/05 0-1 c 10/06/99 D-2.34-00 11/10/05 D -1d 10/06/99 D-2.36-00 11/10/05 D -le 1/23/02 D-2.38-00 11/10/05 D-1 f 10/06/99 D-2.40-00 11/10/05 D-2.02-00 11/10/05 D-2.42-00 11/10/05 D-2.04-00 11/10/05 0-2.44-00 11/10/05 D-2.06-00 11/10/05 D-2.46-00 11/10/05 D-2.08-00 11/10/05 D-2.48-00 11/10/05 0-2.10-00 11/10/05 D-2.60-00 11/10/05 D-2.12-00 11/10/05 D-2.62-00 11/10/05 D-2.14-00 11/10/05 D-2.64-00 11/10/05 D-2.16-00 11/10/05 D-2.66-00 11/10/05 D-2.18-00 11/10/05 D-2.68-00 11/10/05 D-2.20-00 11/10/05 D-2.78-00 11/10/05 E-1 2/21/07 E-4 8/27/03 61 B-90.20-00 6/08/06 B-90.30-00 6/08/06 B-90.40-00 6/08/06 B-90.50-00 6/08/06 B-95.20-00 6/08/06 B-95.40-00 6/08/06 C-13 4/16/99 C -13a 4/16/99 C -13b 4/16/99 C -14a 7/26/02 C -14b 7/26/02 C -14c 7/26/02 C -14d 7/26/02 C -14e 7/26/02 C -14f 9/02/05 C -14g 11/21/06 C -14h 1/11/06 C -14i 12/02/03 C -14j 12/02/03 C -14k 1/11/06 C -16a 11/08/05 C -16b 11/08/05 C-20.14-00 2/06/07 C-20.40-00 2/06/07 C-22.40-00 2/06/07 C-23.60-00 2/06/07 C-25.18-00 2/06/07 C-25.20-00 2/06/07 C-25.22-00 2/21/07 C-28.40-00 2/06/07 D-2.80-00 11/10/05 D-2.82-00 11/10/05 D-2.84-00 11/10/05 D-2.86-00 11/10/05 D-2.88-00 11/10/05 D-2.92-00 11/10/05 D-3 7/13/05 D -3a 6/30/04 D -3b 6/30/04 D -3c 6/30/04 D-4 12/11/98 D-6 6/19/98 D-7 10/06/99 D -7a 10/06/99 D-9 12/11/98 E-2 5/29/98 E -4a 8/27/03 F-10.12-00 12/20/06 F-10.64-00 1/23/07 F-10.16-00 12/20/06 F-30.10-00 1/23/07 F-10.40-00 1/23/07 F-40.10-00 2/07/07 F-10.42-00 1/23/07 F-40.12-00 2/07/07 F-10.62-00 1/23/07 F-40.14-00 2/07/07 G-1 2/21/07 G-6 8/27/03 r--2 6/04/02 G -6a 8/27 03 U L V V V/ / vv G -2a 6/04/02 G -6b 8/27/03 G-3 11/09/05 G-7 6/08/06 G -3a 11/09/05 G -8a 12/15/04 G -3b 11/09/05 G -8b 11/09/05 G -4a 11/09/05 G -8c 8/18/04 G -4b 6/30/04 G -8d 12/15/04 H-1 1/10/02 H -4a 2/25/05 H -la 4/14/00 H -4b 10/24/06 H -lb 6/21/06 H-6 10/29/03 H-1 c 3/04/05 H-7 8/10/98 H-1 d 6/21/06 H-8 9/18/98 H -ie 6/21/06 H-9 ....................4/18/97 H-4 8/18/04 H-10 5/29/98 1-1 7/18/97 1-6 7/17/03 1-2 4/23/99 1-7 7/17/03 1-3 8/20/99 1-8 7/17/03 1-4 7/17/03 1-9 7/17/03 1-5 7/17/03 1-10 7/17/03 J -lb 10/08/99 J -6g 12/12/02 J -lc 4/24/98 J -6h 4/24/98 J -1d 1/11/06 J -7a 9/12/01 J -le 1/11/06 J -7c 6/19/98 J -1f 6/23/00 J -7d 4/24/98 J-3 8/01/97 J -8a 5/20/04 J -3b 3/04/05 J -8b 5/20/04 J -3c 6/24/02 J -8c 5/20/04 J -3d 11/05/03 J -8d 5/20/04 J-5 8/01/97 J -9a 4/24/98 J -6c 4/24/98 J-10 7/18/97 J -6f 4/24/98 J-11 a 9/02/05 K-10.20-00 2/15/07 K-26.40-00 2/15/07 K-10.40-00 2/15/07 K-30.20-00 2/15/07 K-20.20-00 2/15/07 K-30.40-00 2/15/07 K-20.40-00 2/15/07 K-32.20-00 2/15/07 K-20.60-00 2/15/07 K-32.40-00 2/15/07 K-22.20-00 2/15/07 K-32.60-00 2/15/07 K-24.20-00 2/15/07 K-32.80-00 2/15/07 62 F-40.15-00 2/07/07 F-40.16-00 2/07/07 F-40.18-00 2/07/07 F-80.10-00 1/23/07 G -8e 8/18/04 G -8f 11/09/05 G -8g 11/09/05 G -9a 6/25/02 G -9b 6/08/06 G -9d 6/08/06 H-12 2/25/05 H -12a 2/25/05 H -12b 2/25/05 H-13 2/25/05 H -13a 2/25/05 H- 14 2/09/05 1-11 9/11/03 1-12 7/17/03 1-13 7/17/03 1-14 7/17/03 1-15 1/23/07 J-11 b 9/02/05 J -11c 6/21/06 J-12 11/08/05 J -15a 10/04/05 J -15b 10/04/05 J -16a 3/04/05 J -16b 9/02/05 J-18 9/02/05 J-19 9/02/05 J-20 9/02/05 K-40.60-00 2/15/07 K-40.80-00 2/15/07 K-55.20-00 2/15/07 K-60.20-00 2/15/07 K-60.40-00 2/15/07 K-70.20-00 2/15/07 K-80.10-00 2/21/07 K-24.40-00 2/15/07 K-34.20-00 K-24.60-00 2/15/07 K-36.20-00 K-24.80-00 2/15/07 K-40.20-00 K-26.20-00 2/15/07 K-40.40-00 2/15/07 K-80.20-00 ... 12/20/06 2/15/07 K-80.30-00 2/21/07 2/15/07 K-80.35-00 2/21/07 2/15/07 K-80.37-00 2/21/07 L-10.10-00 2/21/07 L-40.10-00 L-20.10-00 2/07/07 L-40.15-00 L-30.10-00 2/07/07 L-40.20-00 2/21/07 L-70.10-00 1/30/07 2/21/07 L-70.20-00 1/30/07 2/21/07 M-1.20-01 1/30/07 M-3.30-01 M-1.40-01 1/30/07 M-3.40-01 M-1.60-01 1/30/07 M-3.50-01 M-1.80-01 1/30/07 M-5.10-01 M-2.20-01 1/30/07 M-7.50-01 M-2.40-01 1/30/07 M-9.50-01 M-2.60-01 1/30/07 M-11.10-01 M-3.10-01 1/30/07 M-15.10-01 M-3.20-01 1/30/07 M-17.10-01 1/30/07 M-20.10-01 1/30/07 1/30/07 M-20.20-01 1/30/07 1/30/07 M-20.30-01 1/30/07 1/30/07 M-20.40-01 1/30/07 1/30/07 M-20.50-01 1/30/07 1/30/07 M-24.20-01 5/31/06 1/30/07 M-24.40-01 5/31/06 2/06/07 M-24.60-02 2/06/07 1/30/07 63 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this day of , 2008, by and between the City of Yakima, hereinafter called the Owner, and GRANITE NORTHWEST, INC. dba Superior Asphalt, a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $1,449,449.00, for City of Yakima — 2008 Grind & Overlay Projects, Project Nos. 2230 and 2214, all in accordance with, and as described in the attached plans and specifications and the 2008 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 Fifty (50) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA this day of Q. - . 2008. City Manajer Lain Attest: R'f City Clerk CONTRACTOR Granite Northwest, Inc. dba Superior Asphalt, a ** Corporation Coractor **Washington By: David J. Brunton (Print Name) Its Vice President (President, Owner, etc.) Address: P .0. Box 50085 Watsonville, CA 95077 Premium: $5,073.00 Bond No.: 8214-23-83 Federal 105146539 Travelers PERFORMANCE BOND 08938377 F&D BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Granite Northwest, Inc. dba Superior Asphalt a Washington Corporation as Principal and Federal Insurance Company* a corporation organized and existing under the laws of the State of Indiana** as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of One Million*** $1, 449 , 449.00for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. ***Four Hundred Forty Nine Thousand Four Hundred Forty Nine and 00/100 Dollars 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 day of , 20 . Never -the -less, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on , 20 , the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said Granite Northwest, Inc. dba Superior Asphalt , the above bounded Principal, a certain contract, the said contract being numbered , and providing for 2008 Grind & Overlay (which contract is referred to herein and is made a part hereof as though attached hereto), and, Projects, Project Nos. 2230 and 2214 WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said Principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and material men, and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub- contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one 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. Approved as to tom auk --q12106 deo (City Attune#) Granite Northwest, Inc. dba Superior Asphalt By: (Print Name) Its: Vice President (President, Owner, etc..) Federal Insurance Company* r) By: Its: Ananya Mukhe ee (Print Name) Attorney—in—Fact *Travelers Casualty and Surety Company of America, Fidelity and Deposit Company of Maryland, Jointly and Severally Liable **Connecticut, Maryland, respectively 69 Executed in 3 Counterparts CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California Santa Cruz County of On August 20, 2008 Date personally appeared before me, Vanda Funk, Notary Public Ananya Mukherjee, Attorney -in -Fact Here Insert Name and Title of the Officer Name(s) of Signer(s) VANDA FUNK Commission # 1790252 Notary Public - California € Santa Cruz County My Comm. Expires Feb 1, 2012 Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hancf'nd official seal. Signature OPTIONAL 9S Signature of Notary Public Vanda Funk, Notary Public Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than.Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General O Attorney in Fact O Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ individual ❑ Corporate Officer—Title(s): 0 Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee 0 Guardian or Conservator 0 Other: Signer Is Representing: RjGn.YNUMQPRIt OF SIGN Top of thumb here 02007 National Notary Association •9350DeSoto Avo.,P.O-Box 2402•Chatsworth, CA 91313-2402 • tww.NatlonalNotaryorg Item 85907 Reorder. Call Toll -Free 1-800-876-6627 IC Chubb Surety 01-1U1111111 POWER Federal insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Jigisha Desai, John D. Gilliland and Ananya Mukherjee of Watsonville, California ----------------- each as their true and lawful Attorney- In- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than ball bonds) given or executed In the course of business on behalf Granite Construction Incorporated and all Subsidiaries alone or in joint venture in connection with bids, proposals or contracts to or with the United States of America, any State or political subdivision thereof or any person, firm or corporation. And the execution of such bond or obligation by such Attorney- In- Fact in the Company's name and on Its behalf as surety thereon or otherwise, under its corporate seal, in pursuanca of the authority hereby conferred shaif, upon delivery thereof, be valid and binding upon the Company. in Witness Whereof, said FEDERAL INSURANCE COMPANY, 1,ILANT INSURANCE COMPANY and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 6 day of November, 2007. 41,15-e,S14-2,04C44, Kenneth C. Wendel, Assts nt Secretary STATE OF NEW JERSEY SS. County of Somerset On this. 6th - day of November, 2007 before me, a Notary Public of NewJersay, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of sald Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority, and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attomey is in the genuine handwriting of David B, Norris, Jr., and was thereto subscribed by authority of said By- Laws and in deponent's presence. Notarial Seal KATHERINE KALBACHER NOTARY PUBLIC OF NEWJERSEY No. 2316685 Cammission Expires July 8, 2009 CER1IFICATION Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: 'Alt powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing end attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimlte signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It is attached.' I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the 'Companies" do hereby certify that (i) the foregoing extract of the By- Laws of the Companies Is true and correct, (II) the Compantos are duty licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S. Treasury Department, further, Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward island; and (ID) the foregoing Power of Attorney is true, correct and In full force and effect. Given under my hand and seals of said Companies at Warren, NJ this August 20, 2008 Notary Public /Z4f-iiVieZr Kenneth C. Wdndel, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone(908) 903- 3493 Fax (908) 903- 3656 e-mail: surety@ chubb.com Form 15-10- 015413- U (Rev. 10-02) CORP CONSENT TRAVELERS POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St, Paul Fire and Marine Insurance Company Attorney -In -Fact No. 219185 Surety Bond No. or Project Description: 10512 6539 St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Principal: 1✓ i a Obligee: City of Yakima Ahwest, inc i.i last KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint John D. Gilliland, Jigisha Desai, and Ananya Mukherjee of the City of Watsonville, State of California, their true and lawful Attorney(s)- in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. On behalf of Granite Construction Incorporated and all Subsidiaries alone or in Joint Venture. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 5th day of October, 2007. Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company State of Connecticut City of Hartford ss. By: Geo ge W. ompson, or Vice President On this the 5th day of October, 2007, before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2011. Page 1 of 2 J Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this August 20, 2008 Kori M. Johanson, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at travelersbondcom. Please refer to the Attorney -In -Fact number, the above-named individua/s and the details of the bond to which the power is attached, Page 2 of 2 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, corporations of the State of Maryland, by FRANK E. MARTIN, JR., Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Companies, which are set forth on the next page hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Jigisha DESAI, John D. GILLILAND, Ananya MUKHERJEE and Connie G. MARTIN, all of Watsonville, California, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings issued on behalf of Granite Construction, Incorporated, Watsonville, California and all subsidiaries alone or in a joint venture, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intentsand purposes, as if it had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore, MD, in their own proper persons. This power of attorney revokes that issued on behalf of R.C. ALLBRITTON, Jigisha DESAI, Deborah S. JACKSON, John D. GILLILAND and Mary H. LONERGAN dated June 20, 2005. The said Assistant Secretary does hereby certify that the extract set forth on the next page hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, as of this 18th day of December, A.D. 2007. FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY ATTEST: Eric D. Barnes Assistant Secretory Frank E. Martin, Jr. Vice -President State of Maryland County of Baltimore SS. On this 18th day of December, A.D. 2007, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E. MARTIN, JR., Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. POAF 016-4152C Connie A. Dunn Notary Public My Commission Expires: July 14, 2011 • EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President or any Vice President that is specially authorized by the Board of Directors or the Chairman in concurrence with the Corporate Secretary, shall have the power, by and with the concurrence of the Secretary, to appoint Attorney -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages, and also all other instruments and documents which the business of the Company may require, and to affix the seal of the Company thereto:' EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President or any Vice President that is specially authorized by the Board of Directors or the Chairman in concurrence with the Corporate Secretary, shall have the power, by and with the concurrence of the Secretary, to appoint Attorney -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages, and also all other instruments and documents which the business of the Company may require, and to aux the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, at a meeting duly called and held on the 10th day of May, 1990, and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Companies on August 20, 2008 Gerald F. Haley Secretary ACORD CERTIFICATE OF LIABILITY INSURANCE OPID MR GRA -251 DATE(MM/DD/YYYY) 08/25/08 TYPE OF INSURANCE PRODUCER McSherry & Hudson License #0056172 575 Auto Center Dr. Watsonville CA 95076 Phone: 831-724-3841 Fax: 831-724-7574 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED _ DGRANITE A SUUPERIIOR ASPHALTHNC P.O. BOX 50085 WATSONVIF CA 95077-5085 INSURER A Valley Forge Insurance Co. GENERAL INSURER 8: Continental Casualty Company GL 2088596727 PER ISO FORM 000001 10/01 BROAD FORM PPTY DAMAGE INSURER C: Steadfast Insurance Company 10/01/09 INSURER D: $ 2,000,000 INSURER E: IJAMASJE 10 I DU Ernes) E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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. ILTR LTR AUU1 INSRCAlan TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY)E POLICY (MMIDD/YY))N LIMITS A X GENERAL UABILITY COMMERCIAL GENERAL LIABILITY GL 2088596727 PER ISO FORM 000001 10/01 BROAD FORM PPTY DAMAGE 10/01/06 10/01/09 EACH OCCURRENCE $ 2,000,000 X IJAMASJE 10 I DU Ernes) $ 2,000,000 $ NIL CLAIMS MADE X OCCUR MED EXP (Any one person) X Contractual Liab PERSONAL & ADV INJURY $ 2,000,000 X XCU Hazards GENERAL AGGREGATE $10,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 7 POLICY X JECT LOC A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Contractual Liab BUA 2088596730 PER ISO FORM CA0001 10/01 10/01/06 10/01/09 (Ea accident�INGLELIMIT $ 2,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE UABILITY ANY AUTO TEN (10) DAY NOTICE WILL BE GIVEV FOR NON-PAYMENT OF PREMIUM IN THE EVENT OF CANCELLATION AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ B EXCESS/UMBRELLA UABIUTY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ L2068209453 10/01/07 10/01/08 EACH OCCURRENCE $ 1,000,000 X AGGREGATE $ 1,000,000 $ $ $ A COMPENSATION AND EMPLOYERS'LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below WC 2088596694 STOP GAP 10/01/06 10/01/09 � I M I TORYUlR- WWORKERS LIMITSS ER E.L.EACHACCIDENT $ 2,000,000 E.L. DISEASE - EA EMPLOYEE $ 2,000,000 E.L. DISEASE - POLICY LIMIT $ 2,000,000 C OTHER Prof. Liability E005087922-03 10/01/07 10/01/08 Ea Occ $1,000,000 Agg $1,000,000 DESCRIPTION OF JOB #251042 GRIND AND OVERLAY AGENTS AND ADDITIONAL OPERATIONS / LOCATIONS 1 VEHICLES / - 2008 ITS YAKIMA AFI, PHASE 2 PEDESTRIAN STREETSIDE IMPROVEMENTS OVERLAY PROJECTS - PLANING BST; INSTALLING NON -WOVEN ASPHALT FABRIC; UTILITY ADJUSTMENTS, SIDEWALK RAMPS CITY OF YAKIMA, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS ARE NAMED INSURED PER ENDORSEMENTS ATTACHED CERTIFICATE HOLDER CANCELLATION YAKIMAC CITY OF YAKIMA 129 NORTH SECOND STREET YAKIMA WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL EMAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, B. """"'•""^'^"^ lL MINA ACORD 25 (2001/08) © ACORD CORPORATION 1988 GRANITE NORTHWEST, INC. DBA SUPERIOR ASPHALT POLICY NUMBER: GL 2088596727 EFFECTIVE DATE: 10-1-2006 COMMERCIAL GENERAL LIABILITY CG 25030397 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects: WHERE REQUIRED BY CONTRACT (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally obli- gated to pay as damages caused by "occurrences" under COVERAGE A (SECTION I), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project Gen- eral Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project General Ag- gregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products -completed op- erations hazard", and for medical expenses under COVERAGE C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Oc- currence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, CG 25030397 such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obli- gated to pay as damages caused by "occurrences" under COVERAGE A (SECTION I), and for all medical expenses caused by accidents under COVERAGE C (SECTION I), which cannot be attributed only to on- going operations at a single designated construction project shown in the Schedule above: 1. Any payments made under COVERAGE A for damages or under COVERAGE C for medical ex- penses shall reduce the amount available under the General Aggregate Limit or the Products - Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products - completed operations hazard" is provided, any pay- ments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then re- started, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or time- tables, the project will still be deemed to be the same construction project. E. The provisions of Limits Of Insurance (SECTION III) not otherwise modified by this endorsement shall continue to apply as stipulated. Hart Forms & Services Reorder No. 14-E044 Copyright, Insurance Services Office, Inc., 1996 Page 1 of 1 POLICY NUMBER: GL2088596727 INSURED: Granite Northwest Inc. CG 20 10 07/04 / Modified DBA: Superior Asphalt THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Person(s) Or Organization(s): Location(s) of Covered Operations Any person or organization with whom you have agreed through contract to provide additional insured coverage. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II --Who Is an Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with Respect to liability for "bodily injury", "property damage" or "personal and advertising injury caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; In the performance of your ongoing operations for the additional insured(s) at the location(s) designated above B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. It is agreed that this insurance shall operate as primary insurance and no other insurance shall be called on to contribute to a loss hereunder. This insurance policy will not be cancelled, limited or non renewed until thirty (45) days after receipt by the Additional Insured named above of a written notice of such cancellation, reduction of coverage or non renewal. In the event of cancellation for non-payment of premium ten (10) days written notice of such cancellation will be given. CG 20 10 07 04 ®ISO Properties, Inc., 2004 Page 1 of 1 POLICY NUMBER: GL2088596727 NAME INSURED: GRANITE NORTHWEST, INC. DBA SUPERIOR ASPHALT COMMERCIAL GENERAL LIABILITY C G 20 37 07/04 / Modified THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Person(s) Or Organization(s): Location(s) of Covered Operations Any person or organization with whom you have agreed through contract to provide additional insured coverage. Information required to complete this Schedule, if not shown above, will be shown in the Declaration A. Section II --Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". It is agreed that this insurance shall operate as primary insurance and no other insurance shall be called on to contribute to a loss hereunder. This insurance policy will not be cancelled, limited, non renewed, or coverage reduced until forty-five (45) days after receipt by the additional insured named above of a written notice of such cancellation, reduction of coverage or non renewal. In the event of cancellation for non-payment of premium, ten (10) days, written notice of such cancellation will be given. PREVAILING WAGE RATES Department of labor & Industries Statement Prevailing Wage Rates for Yakima County DOLI - Manufacture & Fabrication Notice Benefit Code Key PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504-4540 Telephone: 360-902-5335 75 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 For Public Works Contracts 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. YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $29.00 1H 5D BOILERMAKERS JOURNEY LEVEL $50.33 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $36.47 2M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $34.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $43.34 1M 5D CARPENTER $34.10 1M 5D CREOSOTED MATERIAL $34.10 1M 5D DRYWALL APPLICATOR $34.10 1M 5D FLOOR FINISHER $34.10 1M 5D FLOOR LAYER $34.10 1M 5D FLOOR SANDER $34.10 1M 5D MILLWRIGHT $44.34 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43.54 1M 5D SAWFILER $34.10 1M 5D SHINGLER $34.10 1M 5D STATIONARY POWER SAW OPERATOR $34.10 1M 5D STATIONARY WOODWORKING TOOLS $34.10 1M 5D CEMENT MASONS JOURNEY LEVEL $32.59 1N 5D DIVERS & TENDERS DIVER $85.75 1M 5D 8A DIVER TENDER $44.22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $44.59 1T 5D 8L ASSISTANT MATE (DECKHAND) $44.08 1T 5D 8L BOATMEN $44.59 1T 5D 8L ENGINEER WELDER $44.64 1T 5D 8L LEVERMAN, HYDRAULIC $46.21 1T 5D 8L MAINTENANCE $44.08 1T 5D 8L MATES $44.59 1T 5D 8L OILER $44.21 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $30.44 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 Page 1 YAK!MA Cni iNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL $46.13 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $1 4.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $56.53 4A 5A CERTIFIED LINE WELDER $51.64 4A 5A GROUNDPERSON $37.15 4A 5A HEAD GROUNDPERSON $39.19 4A 5A HEAVY LINE EQUIPMENT OPERATOR $51.64 4A 5A JACKHAMMER OPERATOR $39.19 4A 5A JOURNEY LEVEL LINEPERSON $51.64 4A 5A LINE EQUIPMENT OPERATOR $43.83 4A 5A POLE SPRAYER $51.64 4A 5A POWDERPERSON $39.19 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $60.85 4A 6Q MECHANIC IN CHARGE $66.25 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.72 1 LABORER $8.07 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $27.20 1H 5D GLAZIERS JOURNEY LEVEL $22.43 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $29.50 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY PE.MOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $8.07 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $44.52 10 5A Page 2 YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $29.00 1H 5D PIPE LAYER $29.50 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $9.00 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $9.00 1 LATHERS JOURNEY LEVEL $34.10 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $43.10 1R 5B PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.07 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $54.24 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $44.92 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $45.41 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $45.96 1T 5D 8L BACKHOES, (75 HP & UNDER) $44.50 1T 5D 8L BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L BARRIER MACHINE (ZIPPER) $44.92 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $44.92 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $44.50 1T 5D 8L BOBCAT (SKID STEER) $42.14 1T 5D 8L BROOMS $42.14 1T 5D 8L BUMP CUTTER $44.92 1T 5D 8L CABLEWAYS $45.41 1T 5D 8L CHIPPER $44.92 1T 5D 8L COMPRESSORS $42.14 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $42.14 1T 5D 8L CONCRETE PUMPS $44.50 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 1T 5D 8L CONVEYORS $44.50 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $44.50 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44.92 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45.41 1T 5D 8L WITH ATACHMENTS) Page 3 YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45.96 1T 5D 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46.53 1T 5D 8L WITH ATTACHMENTS) CRANES, A -FRAME, 10 TON AND UNDER $42.14 1T 5D 8L CRANES, A -FRAME, OVER 10 TON $44.50 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $47.09 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $44.92 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $45.41 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45.96 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $45.96 1T 50 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $46.53 1T 5D 8L CRUSHERS $44.92 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $44.92 1T 5D 8L DERRICK, BUILDING $45.41 1T 5D 8L DOZERS, D-9 & UNDER $44.50 1T 50 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $44.50 1T 5D 8L DRILLING MACHINE $44.92 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $42.14 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $44.50 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $44.50 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $42.14 1T 5D 8L GRADE ENGINEER $44.50 1T 5D 8L GRADECHECKER AND STAKEMAN $42.14 1T 5D 8L GUARDRAIL PUNCH $44.92 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $44.50 1T 50 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) $42.14 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $44.50 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $45.41 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $45.96 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $44.92 1T 5D 8L LOCOMOTIVES, ALL $44.92 1T 5D 8L MECHANICS, ALL $45.41 1T 5D 8L MIXERS, ASPHALT PLANT $44.92 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $44.92 1T 5D 8L MOTOR PATROL GRADER (NON -FINISHING) $44.50 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $45.41 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 1T 5D 8L (1PFRATfR PAVEMENT BREAKER $42.14 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $44.92 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $44.50 1T 50 8L POSTHOLE DIGGER, MECHANICAL $42.14 1T 5D 8L POWER PLANT $42.14 1T 5D 8L PUMPS, WATER $42.14 1T 5D 8L QUAD 9, D-10, AND HD -41 $45.41 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1T 5D 8L EQUIP RIGGER AND BELLMAN $42.14 1T 5D 8L Page 4 YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ROLLAGON $45.41 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $42.14 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $44.50 1T 5D 8L ROTO -MILL, ROTO -GRINDER $44.92 1T 5D 8L SAWS, CONCRETE $44.50 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $44.92 1T 5D 8L OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $45.41 1T 5D 8L OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $44.50 1T 5D 8L SCREED MAN $44.92 1T 5D 8L SHOTCRETE GUNITE $42.14 1T 5D 8L SLIPFORM PAVERS $45.41 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $44.92 1T 5D 8L SUBGRADE TRIMMER $44.92 1T 5D 8L TOWER BUCKET ELEVATORS $44.50 1T 5D 8L TRACTORS, (75 HP & UNDER) $44.50 1T 5D 8L TRACTORS, (OVER 75 HP) $44.92 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $44.92 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $45.41 1T 5D 8L TRENCHING MACHINES $44.50 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $44.50 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $44.92 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $44.92 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $42.14 1T 5D 8L YO YO PAY DOZER $44.92 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $37.61 4A 5A SPRAY PERSON $35.73 4A 5A TREE EQUIPMENT OPERATOR $36.19 4A 5A TREE TRIMMER $33.68 4A 5A TREE TRIMMER GROUNDPERSON $25.43 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $54.24 1Q 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $22.43 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.07 1 Page 5 YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $15.56 1 RFSIIDFNTIA1 SHEET METALWORKERS JOURNEY LEVEL (FIELD OR SHOP) $30.87 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO!TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $30.18 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $33.18 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $42.78 1B 5A SIGN MAKERS & INSTALLERS (NON -ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $23.11 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $8.07 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $43.50 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $30.66 2B 5A HOLE DIGGER/GROUND PERSON $17.19 2B 5A INSTALLER (REPAIRER) $29.41 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A SPECIAL APPARATUS INSTALLER I $30.66 2B 5A SPECIAL APPARATUS INSTALLER II $30.05 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $30.66 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $28.53 2B 5A TELEVISION GROUND PERSON $16.31 2B 5A TELEVISION LINEPERSONIINSTALLER $21.68 2B 5A TELEVISION SYSTEM TECHNICIAN $35.78 2B 5A TELEVISION TECHNICIAN $23.19 2B 5A TREE TRIMMER $28.53 2B 5A TERRAZZO WORKERS & TILE SETTERS _IQl IRNFY 1 PVFI $97.R9 2M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $23.87 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1K 5A Page 6 YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $31.56 2G 61 DUMP TRUCK & TRAILER $31.56 2G 61 OTHER TRUCKS $31.56 2G 61 TRANSIT MIXER $31.56 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $25.44 1 OILER $9.20 1 WELL DRILLER $18.00 1 Page 7 BENEFIT CODE KEY - EFFECTIVE 03-02-08 ************************************************************************************************************************ OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03-02-08 -2- 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT" TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER !-1N EMPLOYEE HAS WORKED EIGHT (8) HOURS A 1 AN APPLICABLE OVERTIME IME RA 1 E, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE.. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. V. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. AIT HOURS WOR (ED ON Wit HOLIDAYS SHAT T BE PAID AT TWO TIMES THE HOURLY PATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03-02-08 -3- G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. 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. P. 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 TWO TIMES THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 4A. 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 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). BENEFIT CODE KEY - EFFECTIVE 03-02-08 K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9)- L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). M. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY (9). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING V 1NG DA Y , DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (10). U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8). V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY THF LAST W(1RK DAY BEFORE CHRISTMAS DAV AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). BENEFIT CODE KEY - EFFECTIVE 03-02-08 -5- G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND CHRISTMAS EVE DAY (11). H. PAID HOLIDAYS: NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (10). , I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). J. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (9). 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) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY: PRESIDENTS' DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 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 $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. BENEFIT CODE KEY - EFFECTIVE 03-02-08 -5- M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. 9. A. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO 1 AM IS WAGE PLUS 17.3% GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 31.4% B. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO 12:30 AM 1S WAGE PLUS 10% FOR 7 %z HOURS WORKED GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 15% 7 HOURS WORKED Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans 2. 3. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Dryweii Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. Supplemental to Wage Rates 2 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO ti. Ancnor Molts tip Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. ]( 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. x 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. X 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. �( Supplemental to Wage Rates 3 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections See Std. Plans )( 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities. See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. �( i 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. X 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A )( 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. 32. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover See Std. Pian. Supplemental to Wage Rates 5 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono -tube Sign Structures - Mono-tuhe Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall begalvanized after fabrication in accordance with AASHTO-M-111. X 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication X 38. Light Standard -Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre -approved drawings. X 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre -approved drawings X j 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. 1 X j Supplemental to Wage Rates 6 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Std Message Signing Messa, e X 43. Cutting & bending reinforcing steel 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. 51. Girder pads (elastomeric bearing) X Standard Dimension lumber 52. Irrigation components X Supplemental to Wage Rates 7 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X JV. Epoxy _ X 57. 58. Cribbing X Water distribution materials X 59. 60. Steel "H" piles X Steel pipe for concrete pile casings I X 61. Steel pile tips, standard X 62. Steel pile tips, custom X , Supplemental to Wage Rates 8 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 - PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, 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 03-02-2008 Classification Code (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 LABORER $8.13 MACHINE OPERATOR $12.66 PAINTER $10.20 Counties Covered: BENTON 1 1 1 1 MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 1 Counties Covered: CHELAN FITTER $15.04 1 LABORER $9.54 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 FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Supplemental to Wage Rates 9 Classification Code METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: CLARK FITTER $27.80 1 LABORER $19.52 1 MACHINE OPERATOR $29.08 1 PAINTER $25.62 1 WELDER $27.20 1 Counties Covered: COWLITZ MACHINE OPERATOR $24.46 1B 6V PAINTER $24.46 1B 6V PAINTER Y' L I WELDER $24.46 1B 6V FITTER/WELDER PAINTER Counties Covered: GRANT $10.79 1 $8.07 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER 15.48 Counties Covered: KITSAP FITTER $26.96 1 LABORER $8.07 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 Supplemental to Wage Rates 10 METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: KLICKITAT, SKAMANIA, 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 $10.32 1 MACHINE OPERATOR $13.98 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 Counties Covered: SPOKANE FITTER $12.59 1 LABORER $8.07 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Supplemental to Wage Rates 11 Classification Code METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: THURSTON FITTER $24.88 1A 6T LABORER $16.61 1A 6T MACHINE VnC^RfA1TVR PnC inc .pLV.J 41 A 6T PAINTER $19.72 1A 6T WELDER $22.81 1A 6T Counties Covered: WHATCOM FITTER/WELDER $13.81 1 LABORER $9.00 1 n nHI E nPERATno $13.81 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 Supplemental to Wage Rates 12 FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03-02-2008 Classification Code (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA 8.61 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $13.50 2K 5B Counties Covered: PIERCE ALL CLASSIFICATIONS $9.28 1 Counties Covered: SPOKANE ALL CLASSIFICATIONS $20.23 1 Counties Covered: WHATCOM ALL CLASSIFICATIONS $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8.72 1 LABORER $8.07 1 Supplemental to Wage Rates 13 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture G IVIQII IIGI IQI Il, VVUI RCI • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential ***ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 14 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L&I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296-127-018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296-127-018 for the production and/or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. Supplemental to Wage Rates 15 ESAC DIVISION - TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296-127-018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and hatch plants can he found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. Supplemental to Wage Rates 16 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296-127-018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. If you have questions or need additional information, please call Selwyn Walters at 902-4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates 17 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 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima 2008 Grind & Overlay Projects: S. 3rd Ave - Mead Ave to Walnut Ave City Project No. 2230 W. Nob Hill Blvd. - S. 24th Ave to S. 4th Ave City Project No. 2214 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 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. 77 78 Aug 11 2008 11:2OAM YAKIMA ENGINEERING 509-578-6314 p.6 ITEM PROPOSAL BID SHEET City of Yakima 2008 Grind & Overlay Projects S. 3rd Ave — Mead Ave to Walnut Ave City Project No. 2230 W. Nob Hill Blvd. — S. 24th Ave to S. 4th Ave City Project No. 2214 ITEM NO. PROPOSAL ITEM PAYMENT SECTION UNIT PRICE DOLLARS AMOUNT DOLLARS SCHEDULE 'A' - S. 3RD AVENUE 1 SPCC PLAN 1-07.15 1 LS C.-("-, -, J 2 MOBILIZATION 1-09.7 1 LS ,..4:;-60- /7 3 2.,/ 6'� -i. e� /.7, , 24../.,_ CJ`_J 3 TRAFFIC CONTROL SUPERVISOR 1-10.5 1 LS //; CeZ), C. ) / //j C.,)Z_)e9, Z 4 FLAGGERS AND SPOTTERS 1-10.5 2000 HR ). ex) ✓�'1 �/ rJ ' 66e) . c.' $ OTHER TRAFFIC CONTROL LABOR 1-10.5 200 HR s/ '-3 'Y`4) C ci'� ,�� C IY�.�, 6 CONSTRUCTION SIGNS, CLASS 'A' 1-10.5 400 SF /Q- G)6) /� FiC> . ex) SAW -CUT, PER INCH DEPTH 2-02.5 2 s00 LF ; 6- /16 A.3 C C REMOVAL MOVAL OF STRUCTURES & OBSTRUCTIONS 2-02.5 1 LS r,, /5:1 ` JC, �/`r /5; e%[--G_-s. 6r._.) 9 PLANING BITUMINOUS PAVEMENT 5-04.5 36,300 SY / 7-i 5,5. I 10 HMA 6I • 'fa IN PG64-28 6,300 TON / 11 HMA FOR PRELEVELING CL. 3/8 IN. PG 64-28 5.04.5 300 TON ` fZ7 „i-4 &e -Z) .. 3 I NON -WOVEN FABRIC MEMBRANE INTERLAYER 5-04.5 36,300 SY /s .''()r /7%SO- fid! ) 13 PAVEMENT REPAIR 5-04.5 100 SY rd • C)(:`) r e7. Y>.. <J6,--) 14 CRACK SEALING 5-04.5 1 FA $50,000 S50,000 15 ADJUST MANHOLE 7-05.5 3 EA ,...-5---e) . e)ej /, e . 67C) 16 ADJUST VALVE BOX 7-09.5 32 EA 56-6. e.)e9 //, )e9 • CX. 17 ADJUST MONUMENT CASE 3.13-5 4 EA / 18 CEMENT CONC. SIDEWALK RAMP TYPE 1 8.14.5 7 EA l,e�C�. ‘2,-9 17.1 et -ed - ") 19 CEMENT CONC. SIDEWALK RAMP TYPE 2 8.14.5 14 EA 2�: , CZ.) , ra9 . e??tJ 7e 20 SURFACE APPLIED TRUNCATED DOME 8-14.5 11 EA e'1{ 21 TEMPORARY PAVEMENT MARKINGS 8-23.5 23,000 LF // c..2c..2�c > 360. cry Addendum 1 Page 5 of 7 8/11/2008 Aug 11 2008 11:20AM YAKIMA ENGINEERING 509-576-6314 P.7 21 REPAIR OR REPLACEMENT 5-30.5 L FA $40,000 $40,000 TOTAL SCHEDULE 'A' $ 93V, 9 ITEM NO. PROPOSAL ITEM PAYMENT SECTION UNIT PRICE DOLLARS AMOUNT DOLLARS SCHEDULE 'B' — W. Nob Hill Blvd 21 SPCC PLAN 1-07.15 1 LS _-'5-6C -e-Y-1-;. _, oz). ex 22 MOBILIZATION L -09.7 1 LS c;2L �, L- 6 ' C --' ,2a CSG < ez 23 TRAFFIC CONTROL SUPERVISOR 1-10.5 1 LSG',t ni G'C.J..e< 24 FLAGGERS AND SPOTTERS 1-10.5 1000 HR �/� //" ��]]//� 4/. '. (-29 [ c•) *,,(1---,, �y 25 OTHER TRAFFIC CONTROL LABOR 1-10.5 100 HR /` 4/4). 4 LGL'O- CXR 26 CONSTRUCTION SIGNS, CLASS A 1-10.5 400 SF /0. LZ) -,5461,--y.). e_ 27 PLANING BITUMINOTJS PAVEMENT 5-04.5• 19,200 SY 28 HMA, CL. V2 IN. PG64-28 5-04.5 3,360 TON r < C 1 c,; 9(... Cc=e' Co 29 HMA FOR PRELEVELING, CL. 3/8 IN. PG 64-28 5-04.5 200 TON 30 NON -WOVEN FABRIC MEMBRANE INTERLAYER 5-04.5 19,200 SY / 6en c,2,17i F2. 22 eC 31 CRACK SEALING 5-04.5 1 FA $10,000 $10,000 32 ADJUST VALVE BOX 5-04.5 66 t 6)ti 4.1_, /G a, 33 ADJUST MANHOLE 5-04.5 48 EA � G '.f. '' ` ,4i Cie} c2 34 ADJUST MONUMENT CASE 5.04-5 3 EA ,.3 -..`7177 CDI,l,e_r.17. _a. 35 REPAIR OR REPLACEMENT 8-30.5 1 FA $2t), ODQ $20,000 TOTAL SCHEDULE 'B' TOTAL FROM SCHEDULE 'A' TOTAL ALL SCHEDULES (A + B) Addendum 1 Page 6 of 7 $ e7,5i 2 9'-7--,‘,e1) 8/11/2008 'V BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ 5% of Bid which amount is it le jh.' 7ve • -rcent of the total bid. /� Sign Here Davi nton, Vice President BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, GRANITE NORTHWEST, INC.-dba-Superior Asphalt , as principal, and Federal Insurance Company , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Five Percent of Bid Amount MOW, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2008 Grind & Overlay Projects , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 7th DAY OF August Federal Insurance Company BY: John G' liland, Att•rney-in- Fact , 2008 GRANITE NORTHWEST, INC.-dba-Superior Asphalt rincipal id J. Brunton, Vice President ,20 Received return of deposit in the sum of $ 83 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 4 t : cC',Uf- ..&'•MGccCGls Cl >Mcriffsc State of California Santa Cruz County of On August 7, 2008 before me, Date personally appeared Catherine Hope Horvath, Notary Public Here Insert Name and TNe of the Officer John D. Gilliland, Attorney -In -Fact Names) of Stgner(s) Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the la of the State of California that the foregoing paragraph true and correct. WITNESS my seal. Signature OPTIONAL nature of Nota P f in Catherine Hope 'oivath. Notary Public Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual O Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General O Attorney in Fact O Trustee O Guardian or Conservator O Other: Signer Is Representing: RIGHTTHUMBPRINT OF SIGNER Top of thumb here Signer's Name: 0 Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing. RIGHTTHUMBPRINT OF SIGNER Top of thumb here 02007 National Notary Association • 9350 De Solo Ave., P.O.Box 2402 • Chatsworth, CA 91313-2402 • tnvw.NattonatNotary.org Item 85907 Reorder: Cali Toll -Free 1-800-876-6827 Chubb POWER Federal Insurance Company Attn: Surety Department Surety OF Vigilant Insurance Company 15 Mountain View Road NB ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know Al) by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Jigisha Desai, John D. Gilliland and Ananya Mukherjee of Watsonville, California ----------------------------- each as their true and lawful Attorney- ln- Fact to execute under such dealgnation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory In the nature thereof (other than bail bonds) given or executed In the course of business on behalf Granite Construction incorporated and all Subsidiados alone or in joint venture in connection with bids, proposals or contracts to or with the United States of America, any State or political subrdvislon thereof or any parson, firm or corporation. And the execution of such bond or obligation by such Attorney- In- Fact in the Companys name and on its behalf as surety thereon or otherwise, under its corporate seal, in pursuance of the authority hereby conferred shall, upon delivery thereof, be valid and binding upon the Company. In Witness Whereof, said FEDERAL INSURANCE COMPANY, 1,ILANT INSURANCE COMPANY and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 6 day of November, 2007. / t1 Kenneth C. Wendel, Assistant Secretary STATE OF NEW JERSEY SS. c County of Somerset On this. 6th- day of November, 2007 before me, a Notary Public of NewJersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY end knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By Laws of said Companies; and that he signed said Power. of Attorney as Assistant Secretary of said Companies by ike authority, and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney is In the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By- Laws and In deponent's presence. Notarial Seal KATHERINE KALBACHER NOTARY PUBLIC OF NEW JERSEY No, 2316685 Commission Expires, July 8, 2009 CERTIFICATION Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: `Alt powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following oftloers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- In- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory 1n the nature thereof, and any such power of attorney or certtbeate bearing such facsimlfe signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It is attached.* 1, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies, do hereby certify that (i) the foregoing extract of the By- Laws of the Companies Is true and correct, (ii) the Companies are duty licensed and authorized to transact surety business In all 50 of the United States of America and the District of Columbia and are authorized by the U.S. Treasury Department further, Federal and Vigilant are licensed in Puerto Rico and Nue U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward island; and (111) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seats of said Companies at Warren, NJ this August 7, 2008 Notary Public ),,ZiLicafieZ" Kenneth C. W del, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 email: surety@ chubb.corn Form IS -10.01548- U (Rev. 10- 02) CORP CONSENT 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. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 85 86 NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) 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. *(2) 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. *(3) 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. "(4) 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. *(5) 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. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, 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. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 87 88 SUBCONTRACTOR LIST Prepared in compliance with RCW 39.30.060 as amended (To be submitted with the Bid Proposal) Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non-responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: ( ) Prime Contractor Name GRANITE NORTHWEST, INC. —dba—Superior Asphalt Item Numbers %.-2, J /t // /,? /43 /5, /4 /7 .;L J 1 9, a 0, a ,,Z,3 3, 3 V < - 89 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. 91 RESOLUTION NO. 0" 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 carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this. 4i. day of 1983. ATTEST: City Clerk 93 NA.,J,c04 rAk • Mayor 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: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. 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 suchworker 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. c. The contractor shall promptly notify the City of Yakima Engineering Division an 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. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. 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. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically 95 g. including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. 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. 1. 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. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. q. 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 arnended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 96 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: GRANITE NORTHWEST, INC.—dba—Superior Asphalt (BIDDER) certifies that: 1. It intends to use the following listed construction trades in the work under the contract and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: ato and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. BY: /David J. Brunton, Vice President ature of Authorized Representative of Bidder) 97 98 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non-compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each 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 the agency finds that the contractor or subcontractor has failed to comply with the requirement 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 under 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 him the requirement to come forward with evidence to show that he has met the "good faith" requirements 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 the attainment of its goals within its timetables. The pendency of such formal proceedings shall be 99 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. 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 and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national cei-uirity and that its awarrri Ae/ifhnuit fnllnwing cuirh nrnharliirec is naraccary to tha natinnal security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Rid Conditions must he made in writing with ;iustificatinn to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 100 2O0 B'%(ND y aV5ELI j PR ©J tG-$ ours -t 3445 Av1,1/4.1wt c , MtoP AA/6- . i -n \'titt.4.1ur Ave . — N.10.16 pu..t_ Wp . �. 24114' A -V6 ro !Bee -1T PROPOSAL S : 4 twAVE . ci a • • • - Eats )311 2 -jog City Project No. 22 2Z36 ,(ZZi�l 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 0 IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND X❑ IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) 831-724-1011 PHONE NUMBER BY: SIGNAT "E OUTIORIZED OFFICIAL(s) David J. Brunton, Vice President FIRM NAME GRANITE NORTHWEST, INC.-dba-Superior Asphalt (ADRESS) P.O. Box 50085 Watsonville, CA 95077 .SQL *702 3 b fo STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER TTT r nomGC-9 Note: FEDERAL ID No. 2 10 15 16 16 13 [3 1 8I 51 WA STATE EMPLOYMENT SECURITY REFERENCE NO. 351658009 (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1-02.6 of the standard specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 101 GRANITE NORTHWEST, INC. CERTIFICATE OF SECRETARY I, Ronald L. Gatto, Secretary of GRANITE NORTHWEST, INC., a Washington corporation, do hereby certify that the following is a true and correct copy of resolutions duly adopted on July 1, 2008 by unanimous written consent and without a meeting in accordance with the provisions of Article IV, Section 12 of the Bylaws of the Company; that the Director acting was duly and regularly elected; and that the resolutions adopted have not been repealed and are still in full force and effect. AUTHORIZATION TO EXECUTE DOCUMENTS AND AGREEMENTS RESOLVED, that the below listed individuals of the Company are authorized to execute documents and agreements in connection with the operations of this Company: Tracy Coppinger David J. Brunton Ronald L. Gatto Martin P. Matheson President Vice President, Treasurer & Chief Financial Officer Vice President, Controller &. Secretary Vice President & Assistant Secretary RESOLVED FURTHER, that the below listed individuals of Granite Construction Incorporated, parent of the Company, are authorized to execute documents and agreements in connection with the operations of this Company: David H. Watts William G. Dorey LeAnne M. Stewart Mark E. Boitano Michael F. Donnino James H. Roberts Jigisha Desai John A. Franich Michael Futch David R. Grazian Chairman of the Board President & Chief Executive Officer Senior Vice President, Chief Financial Officer, Corporate Compliance Officer & Assistant Secretary Executive Vice President & Chief Operating Officer Senior Vice President, Granite East Manager & Assistant Secretary Senior Vice President, Granite West Manager & Assistant Secretary Vice President, Treasurer, Assistant Financial Officer & Assistant Secretary Vice President, Granite West Manager of Construction & Assistant Secretary Vice President, General Counsel & Secretary Vice President, Director of Corporate Taxation & Assistant Secretary Page 1 of 3 Shared\CMC Documents\Actions and Certificates Certs for Northwest 070108.doc Randy J. Kremer Kent H. Marshall Laurel J. Krzeminski Margaret B. Wynn John D. Gilliland William R. E. Jackson Vice President, Granite West Manager of Construction Materials & Assistant Secretary Vice President, Director of Large Projects Development & Assistant Secretary Vice President, Controller, Assistant Financial Officer & Assistant Secretary Vice President of Human Resources & Assistant Secretary Director of Rick Management Director of Safety AUTHORIZATION TO ATTEST DOCUMENTS AND AGREEMENTS RESOLVED, that the below listed individuals of the Company, are authorized to attest documents and agreements in connection with the operations of this Company: Tracy Coppinger David J. Brunton Ronald L. Gatto Martin P. Matheson President Vice President, Treasurer & Chief Financial Officer Vice President, Controller & Secretary Vice President & Assistant Secretary RESOLVED, that the below listed individuals of Granite Construction Incorporated, parent of the Company, are authorized to attest documents and agreements in connection with the operations of this Company: William G. Dorey LeAnne M. Stewart Mark E. Boitano Michael F. Donnino James H. Roberts Jigisha Desai John A. Franich Michael Futch David R. Grazian President & Chief Executive Officer Senior Vice President, Chief Financial Officer, Corporate Compliance Officer & Assistant Secretary Executive Vice President & Chief Operating Officer Senior Vice President, Granite East Manager & Assistant Secretary Senior Vice President, Granite West Manager & Assistant Secretary Vice President, Treasurer, Assistant Financial Officer & Assistant Secretary Vice President, Granite West Manager of Construction & Assistant Secretary Vice President, General Counsel & Secretary Vice President, Director of Corporate Taxation & Assistant Secretary Randy J. Kremer Vice President, Granite West Manager of Construction Materials & Assistant Secretary Page 2 of 3 Shared\CMC Documents\Actions and Certificates\ Certs for Northwest 070108.doc Kent H. Marshall Laurel J. Krzeminski Margaret B. Wynn John D. Gilliland William R. E. Jackson James M. Cady Kenneth M. Smith Richard A. Watts Dated: July 1, 2008 Vice President, Director of Large Projects Development & Assistant Secretary Vice President, Controller, Assistant Financial Officer & Assistant Secretary Vice President of Human Resources & Assistant Secretary Director of Rick Management Director of Safety Assistant General Counsel & Assistant Secretary Granite East Counsel & Assistant Secretary Granite West Counsel & Assistant Secretary Shared\CMC Documents\Actions and Certificates \ Certs for Northwest 070108.doc Page 3 of 3 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 purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. B. BID BOND ACCOMPANYING BID This Bid Bond form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. C. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information at time of bid WILL NOT render the bid non-responsive. D. BIDDER'S CERTIFICATION E. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. MBE/WBE FORM It is requested that The Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE 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 is 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. D. DOT Form 420-004EF Refer to Required Contract Provisions Federal -Aid Construction Contracts FHWA- 1273. 103 CONSTRUCTION DETAILS Construction Details (Plans Follow) R/W VARIES VARIES R/W VARIES (22' - 29') VARIES (22' - 29') rr L-_ L 3" HMA CL. 1/2" PG 64-28 (COMPACTED DEPTH) OVER NON -WOVEN FABRIC MEMBRANE INTERLAYER (TYP) EXISTING ASPHALT & SURFACING PLANING BITUMINOUS PAVEMENT (3") APPROVED: 7-28-2008 CITY OF YAKIMA - ENGINEERING DIVISION 3RD AVENUE SECTION P01 R/W VARIES VARIES R/W ��1-, L VARIES (11'-12') VARIES (11'-12') VARIES (10'-11') VARIES (11'-12') VARIES (11'-12') A 3" HMA CL. 1/2" PG 64-28 (COMPACTED DEPTH) 7--- OVER NON -WOVEN FABRIC MEMBRANE INTERLAYER (TYP) 1 EXISTING ASPHALT & SURFACING 1 r 1- = J 1 y� J .rr 3" HMA CL. 1/2" PG 64-28 (COMPACTED DEPTH) OVER NON -WOVEN FABRIC MEMBRANE INTERLAYER (TYP) PLANING BITUMINOUS PAVEMENT (3") 3" HMA CL. 1/2" PG 64-28 (COMPACTED DEPTH) APPROVED: 7-28-2008 CITY OF YAKIMA - ENGINEERING DIVISION NOB HILL BLVD. SECTION P02 W 9 1/2" 7 1/8" tO 8 1/8" MONUMENT CASE MONUMENT CASE 1 1/2" CLASS "G" ASPHALT (COMPACTED DEPTH) MONUMENT CASE TO BE SATHER MFG. CO. #2022 OR APPROVED EQUIVALENT 3/16" WIDE BEAD, 1/8" HIGH //////// ///////. //////// 6" CLASS 3000 CONCRETE CRUSHED SURFACING TO BE PLACED AFTER PLACEMENT OF MONUMENT CASE SUFFICIENT TO SECURE MONUMENT 2" ALUMINUM, BRONZE OR BRASS SURVEY CAP 5/8" REBAR - 24" LENGTH MIN. NOTES 1. MONUMENT TO BE PLACED AFTER FIRST LIFT. 2. TOP OF MONUMENT CASE SHALL BE 1" BELOW TOP OF FIRST LIFT. 3. MONUMENT CASE TO BE PLACED AFTER FINAL LIFT OF ASPHALT. 4. IN UNIMPROVED ROADS, THE MONUMENT CASE SHALL BE SET WITH THE TOP OF THE CASE 6" BELOW EXISTING GRADE. 5. WSDOT CLASS 3000 CONCRETE WITH AGGREGATE GRADING NO. 5. APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL SURVEY MONUMENT R15 CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION LESS 1 1/2" 1 1/2" CLASS "G" ASPHALT ASPHALT PAVEMENT • + + + + + + + + + + + + + + + + SUBGRADE >y, SUBGRADE BASE DRY PACK ALL JOINTS AND VOIDS SMOOTH INSIDE BARREL MANHOLE ADJUSTMENT DETAIL City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL MANHOLE ADJUSTMENT S3 \\� SEE PLANS S = -0.02 COMPACTED EARTH COLD JOINT 4" WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION COLD JOINT • COMPACTED EARTH 6" WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 2" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" THICKENED SECTION APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL CEMENT CONCRETE SIDEWALK R12 SIDEWALK RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN (TYP.) PLAN VIEW LAYOUT 1 SEE NOTE 2 4'- 0" MIN. 8' - 0" MIN. CEMENT CONC. SIDEWALK RAMP TYPE 1 LANDING RAMP SIDEWALK 2' - a' - DETECTABLE WARNING PATTERN (SEE DETAIL) CEMENT CONCRETE SIDEWALK 3 SECTION O CEMENT CONCRETE SIDEWALK 12' - 0" MIN. TOP OF ROADWAY DEPRESSED CURB 8 GUTTER (SEE NOTE 8) TOP OF ROADWAY CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 8) 2% MAX. .. CEMENT CONCRETE SIDEWALK SECTION OC TOP OF ROADWAY CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 8) PLAN VIEW LAYOUT 2 SEE NOTE 2 BACK EDGE OF SIDEWALK IS PARALLEL TO APPROACH ROADWAY (TYP.) CEMENT CONC. SIDEWALK RAMP TYPE 1 SIDEWALK 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-30.10) SIDEWALK CEMENT CONC. SIDEWALK RAMP TYPE 1 (TYP.) PLAN VIEW LAYOUT 3 SEE NOTE 2 DETECTABLE WARNING PATTERN (SEE DETAIL) FACE OF CURB IP 0105; ,r0 1 I k CURB, OR CURB AND GUTTER 5 -0" CEMENT CONCRETE SIDEWALK RAMP TYPE 1 CROSSWALK PLAN VIEW SIDEWALK RAMP TYPE 1 FOR LAYOUTS 1, 2, 8 3 O AT FACE OF CURB NOTES 1. The bottom of the ramp shall have a level area (not in excess of 2% in any direction), 4' x 4'. 2. Layouts 1, 2, & 3 require two (2) of this bid Item: "Cement Conc. Side- walk Ramp Type 1". The bid Item does not include the adjacent Curb (or Curb & Gutter), or Sidewalk. 3. Ramp slopes shall not be steeper than 12H:1 V. 4. To the maximum extent feasible, ramp cross slopes shall not exceed 2%. 5. Avoid pladng drainage structures, junction boxes or other obstructions in front of ramp access areas. 6. Curb & Gutter is shown, see the Contract Plans for the curb design specified. See Standard Plan F-10.12 for curb details. 7. See Standard Plan F-30.10 for sidewalk joint placement and details. RAMP A PLAN LLt ELEVATION MIN. MAX. A 1 6/8" 2 3/8' 8 5/8" 1 1/2" C 7/18" 3/4" D 7/8" 1 7/18" THIS PATTERN AREA SHALL BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL ISOMETRIC VIEW 1 EXPIRES JUNE 19, 2008 SIDEWALK RAMP TYPE 1 WITH LAYOUTS STANDARD PLAN F-40.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 10-05-07 STATE DEMON ENOINEEN MlE WoY,inpfon Slate D.pmfmW of Trm.porblbn 3 gY SIDEWALK RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN - SEE CONTRACT FOR RADIUS 318" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-30.10) RAMP CENTERLINE \ CEMENT CONCRETE PEDESTRIAN CURB (SEE STD. PLAN F-10.12) 6" 2'-8" CURB, OR CURB AND GUTTER CROSSWALK CEMENT CONC. SIDEWALK TOP OF ROADWAY FACE OF CURB DETECTABLE WARNING PATTERN (rl'P.) (SEE DETAIL) CEMENT CONCRETE SIDEWALK RAMP TYPE 2 CEMENT CONCRETE SIDEWALK RAMP TYPE 2 PLAN VIEW SIDEWALK RAMP TYPE 2 LAYOUT CEMENT CONCRETE CURB & GUTTER (SEE NOTE 5) 8" CEMENT CONCRETE PEDESTRIAN CURB (SEE STD. PLAN F-10.12) 6 - 0" MIN. ro ,r. LANDING 2% MAX. RADIUS AT FACE OF CURB E F 20 FEET W - 4 3/4" 3' - 8 1/2" 30 FEET 8'-111/2" 3'-21/4" 40 FEET 8'-41/2" 2'- 11 3/4" 50 FEET 8'-03/4" 2'- 101/4" 80 FEET 7' - 10 1/4" 2' - B 3/4" 70 FEET 7' - 8 3/4" 2' - 9" 80 FEET 7'-71/2" 2'-83/4" BO FEET 7'-81/2" 2'-81/4" 100 FEET 7'-6" DIMENS ONS AT FACE OF CURB INTERMEDIATE RADII CAN BE INTERPOLATED VARIES: 2' - 8" to F VARIES: T- 0" to E RAMP VARIES: 7'-0"toE RAMP ussumensiumminammumim 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-30.10) DETECTABLE WARNING PATTERN (SEE DETAIL) FLUSH TOP OF ROADWAY CEMENT CONC. SIDEWALK SECTION O DEPRESSED CURB & GUTTER (SEE NOTE 5) IANDING SECTION O NOTES 1. The bottom of the ramp shall have a level area (not in excess of 2% in any direction), 4' % 4'. 2. The Type 2 Ramp Layout requires two (2) of this bid item: "Cement Conc. Sidewalk Ramp Type 2". The bid item does not include the adjacent Curb (or Curb & Gutter), the Sidewalk between Ramps, or the Cement Conc. Pedestrian Curb. 3. Ramp slopes shall not be steeper than 12H:1 V. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 5. Curb & Gutter is shown, see the Contract Plans for the curb design specified. See Standard Plan F-10.12 for curb details. 6. See Std. Plan F-30.10 for sidewalk joint placement and details. RAMP PLAN ki t� r'— ELEVATION MIN. MAX. A 1 5/8" 2 3/8" B 5/8" 1 1/2" 6 7/16" 3/4" D 7/8" 1 7/16" THIS PATTERN AREA SHALL BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL ISOMETRIC VIEW EXPIRES AUGUST 26,2007 SIDEWALK RAMP TYPE 2 WITH LAYOUT STANDARD PLAN F-40.12-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-07-07 STATE DEMON E101NE91 EWE Washington Wale Doporhnon$ of Tlvupmiolbn EXPIRES AUGUST 9. 20071 LONGITUDINAL BUFFER SPACE .. B POSTED SPEED (MPH) 25 30 35 40 45 50 55 80 LENGTH B (FEET) 155 200 250 305 980 425 495 570 BUFFER DATA TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK SERVICE TRUCK FLAT BED, ETC. MINIMUM WEIGHT 16,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANU- FACTURER RECOMMENDATION) 1N7ROLL AHEAD STOPPING DISTANCE - 30 FEET MIN. (DRY PAVEMENT ASSUMED) END ROAD WORK 6 MINIMUM TAPER LENGTH a L (FEE() LANE WIDTH (FEET) 26 30 POSTED 35 SPEED 40 45 (MPH 60 56 80 10 105 160 206 270 450 500 660 - 11 115 185 225 294 495 550 805 880 12 125 180 245 320 540 800 860 720 CHANNELIZINO DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 50/70 40 80 35/45 30 80 25/30 20 40 020-2A 1 OR DOWNSTREAM TAPER TO SHOW END OF WORK AREA - SEE NOTE 7 100' O 5 ° WORK AREA ® 4 D SEE NOTE 5 arj 3/ 0 0 0 SIGN SPACING .. X (1) RURAL HIGHWAYS 60/65 MPH 800' t RURAL ROADS 45/ 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 36 / 40 MPH 350' t RURAL ROADS, URBAN ARTERIALS, 25130 MPH RESIDENTIAL & BUSINESS DISTRICTS 200 t (2) URBAN STREETS 25 MPH OR LESS 100' t (2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W20 -5R VJ4-2L YLVOLY W20-1 - COMPLIANCE DATE 12/23/13 L X a a a W SEE STANDARD PLAN K-24.20 FOR ALTERNATE ENCROACHMENT LEGEND D SIGN LOCATION D D a CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED PORTABLE CHANGEABLE MESSAGE SIGN CCD ARROW PANEL 1 PCMS1 PCMS SAMPLE MESSAGE 1 2 LANE CLOSED ONE MILE AHEAD 1.5 SEC 1.5 SEC F ELD LOCATE 1 MILE t, N ADVANCE OF LANE CLOSURE a a NOTES 1. A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator (TMA) is available; a work vehicle may be used. When no TMA Is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead distance. 2. Devices shall not encroach Into adjacent lanes. 3. Extend device taper (U3) across shoulder - recommended. 4. Portable Changeable Message Sign (PCMS) - recommended. 5. Use Transverse Devices In closed lane every 1000' t - recommended. 6. Traffic Safety Drums for all tapers on high speed roadway - recommended. 7. Channelizing Device spacing for the downstream taper option shall be 20' O.C. 8. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES SINGLE LANE CLOSURE ON MULTILANE ROADWAY STANDARD PLAN K-24.60-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-15-07 RALE DESIGN ENGNIEEn DATE Wa hInplen 51.1. Dnpa<hnrd orT ropamlbn LONGITUDINAL BUFFER SPACE m B POSTED SPEED (MPH) 25 30 35 40 45 50 LENGTH a (FEET) 155 200 250 305 380 425 BUFFER DATA TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK, SERVICE TRUCK, FLAT SED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANU- FACTURER RECOMMENDATION) OROLL AHEAD STOPPING DISTANCE - 30 FEET MIN. (DRY PAVEMENT ASSUMED) SIGN SPACING ■ X RURAL ROADS 45 / 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' t RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' t RESIDENTIAL & BUSINESS DISTRICTS ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND DRIVEWAYS. L/2 MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH (FEET) 25 POSTED 30 SPEED 35 40 (MPH 45 50 10 105 150 205 270 450 500 11 115 186 225 294 495 550 12 125 180 245 320 540 600 DEVICE SPACING - 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 50 40 80 35 / 45 30 80 25 / 30 20 40 W20-1 W20-6 KEEP RIGHT R4 -7B 24'x30" aW SEE NOTE 2 W4 -2L - COMPLIANCE DATE 12/23/13 FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES W1 -4L PCMS SAMPLE MESSAGE #1 1 2 LANES CLOSED AHEAD NO LEFT TURN 1.5 SEC 1.6 SEC FIELD LOCATE IN ADVANCE OF LANE CLOSURE SIGNING PCMS SAMPLE MESSAGE #2 2 CENTER LANE CLOSED NO LEFT TURN 1.6 SEC 1.5 SEC FIELD LOCATE IN ADVANCE OF LANE CLOSURE SIGNING LEGEND D 5 DD EEO IPCMSI DDD SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED PORTABLE CHANGEABLE MESSAGE SIGN ARROW PANEL NOTES 1. A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator (TMA) Is available; a work vehicle may be used. When no TMA Is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead distance. 2. Extend device taper (U3) across shoulder - recommended. 3. Portable Changeable Message Sign (PCMS) - recommended. 4. If the lane shift is short and has minimal radius curve (3Omph or less) use sign W1-3 in lieu of sign W1-4. 5. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. 'EXPIRES AUGUST 9, 20071 LANE SHIFT ONTO TWO-WAY LEFT TURN LANE STANDARD PLAN K-26.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-15-07 RATE DEMON ENGINEER DATE ANA Wwhingten Stals DoparbnwN oITrmnpmfatbn (EXPIRES AUGUST 9, 2D091 LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 LENGTH a (FEET) 155 200 250 305 380 425 BUFFER DATA TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK SERVICE TRUCK FLAT BED, ETC. MINIMUM WEIGHT 15,000 LBS. (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE %ATH MANU- FACTURER RECOMMENDATION) OROLL AHEAD STOPPING DISTANCE = 30 FEET MIN. (DRY PAVEMENT ASSUMED) SIGN SPACING = X RURAL ROADS 46 / 55 MPH say* RURAL ROADS & URBAN ARTERIALS 36 / 40 MPH 360' 2 RURAL ROADS, URBAN ARTERIALS, 26 / 30 MPH 200' t RESIDENTIAL & BUSINESS DISTRICTS ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. L12 LANE WIDTH 10' MIN. - SEE STANDARD PLAN K-24.20 FOR ALTERNATE ENCROACHMENT MINIMUM TAPER LENGTH = L (FEET) LANE VNDTH (FEET) 25 POSTED 30 SPEED 35 40 MPH) 45 50 10 105 150 205 270 450 500 11 116 185 225 294 496 550 12 125 180 245 320 540 600 W4 -2R CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 60 40 80 35 / 45 30 80 25 / 30 20 40 W20 -5L W20-1 W4 -2R - COMPLIANCE DATE 1222)13 PCMS SAMPLE MESSAGE 2 LEFT LANE CLOSED NO LEFT TURN 1.5 SEC 1.5 SEC FIELD LOCATE IN ADVANCE OF LANE CLOSURE SIGNING LEGEND et ICI EIS 1 PCMSI SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED PORTABLE CHANGEABLE MESSAGE SIGN ARROW PANEL NOTES LANE WDTH 1d MIN. - SEE STANDARD PLAN K-24.20 FOR ALTERNATE ENCROACHMENT 1. A Protective Vehicle Is recommended regardless if a Truck Mounted Attenuator (TMA) Is available; a work vehicle may be used. When no TMA Is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead distance. 2. Portable Changeable Message Sign (PCMS) - recommended. 3. Prohibit tums as necessary for traffic conditions. 4. For signs size refer to Manual on Uniform Traffic Control Device (MUTCD) and WSDOT Sign Fabrication Manual M55-05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES o I LEFT AND CENTER LANE CLOSURE — TWO-WAY LEFT TURN LANE STANDARD PLAN K-26.40.01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakot/ch UI 10-42-07 IRATE DEBWHEHGNEEH RATE Y wahlnYbn into DlpufinM of Transportation EMPIRES AUGUST 9, 20071 SIGN SPACING ■ X POSTED SPEED RURAL ROADS 45155 MPH 500' t RURAL ROADS 8 URBAN ARTERIALS 36140 MPH 350' t RURAL ROADS, URBAN ARTERIALS, 26 / 30 MPH RESIDENTIAL 8 BUSINESS DISTRICTS 200' t URBAN STREETS 26 MPH OR LESS 100' t ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERIMSE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND DRIVEWAYS. CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 50 / 70 40 80 35 / 45 30 80 25 / 30 20 40 MINIMUM TAPER LENGTH a L (FEET) LANE WIDTH (FEET) 25 POSTED 30 35 SPEED 40 (MPH) 45 50 55 10 106 150 206 270 460 600 560 11 116 165 226 294 495 550 806 12 125 180 245 320 540 600 660 LEGEND b SIGN LOCATION e o ® CHANNELIZING DEVICES LrGZ7 BARRICADE - TYPE 3 L ARROW PANEL 020-2A END ROAD WORK -ra T v D j / WORK AREA II/ Pi/7 G20 -2A ENO ROAD WORK RIGHT LANE MUST TURN DIGHT ENO ROAD WORK NOTES 1. If the work space extends across a crosswalk, the crosswalk should be closed (see Standard Plan K-34.20). 2. The normal procedure is to dose on the near side of the inter- section any lane that is not carried through the intersection. However, when this results in the closure of a right lane having significant right tuming movements, then the right lane may be restricted to right tum only, as shown. This procedure increases the through capacity by eliminating right tums from the open through lane. 3. Prohibit turns as necessary for traffic conditions. 4. Flashing Warning Lights (Type A per MUTCD) should be used, as needed, to mark barricades at night. 5. Steady Buming Waming Lights (Type C per MUTCD) shall be used to mark channelizing devices at night 6. For long term projects, conflicting pavement markings that are no longer applicable shall be removed or obliterated. Temporary markings shall be used as necessary. 7. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. G20 -2A FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES until INTERSECTION RIGHT LANE CLOSURE FAR SIDE STANDARD PLAN K-32.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-15-07 YCATE DEVON ENOINEDI GATE 7 Wo.Mnpan Pals D.pvan.nt or TrampwUolbn EXPIRES AUGUST 9, 2007) LONGITUDINAL BUFFER SPACE ■ B POSTED SPEED (MPH) 25 30 35 40 45 LENGTH B (FEET) 55 85 120 170 270 W4 -2L COMPUANCE DATE 12/23/13 SIGN SPACING - X LANE WIDTH (FEET) RURAL ROADS 45 / 65 MPH 500 ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350 ± RURAL ROADS, URBAN ARTERIALS, tir / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200 t URBAN STREETS 25 MPH OR LESS 100 3 ALL SONS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERIAASE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND DRIVEWAYS. MINIMUM TAPER LENGTH a L (FEET) LANE WIDTH (FEET) 25 POSTED 30 35 SPEED 40 (MPH) 45 50 55 10 105 150 206 270 460 600 660 11 116 165 226 294 495 550 805 12 125 180 245 320 540 800 880 CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 50 / 70 40 80 36 / 45 30 60 25 / 30 20 40 LEGEND SIGN LOCATION a a a CHANNELIZING DEVICES ARROW PANEL BARRICADE - TYPE 3 L OBLITERATED MARKING 320-2A NOTES 1. NO LEFT TURN signs are to be used if traffic volumes are too high or there is an operating signal. Close the left turn pocket if there Is one on the side street. 2. When turn prohibitions are implemented, two turn prohibition signs should be used, one on the near side and, space permitting, one on on the far side of the intersection. 3. If the work space extends a crosswalk, the crosswalk should be closed (see Standard Plan K-34.20). 4. Flashing Warning Lights (Type A per MUTCD) should be used, as needed, to mark barricades at night 5. Steady Buming Warning Lights (Type C per MUTCD) shall be used to mark channelizing devices at night. 6. For long term projects conflicting pavement markings that are no longer applicable shall be removed or obliterated. Temporary markings shall be used. 7. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. ENO ROAD WORK N G20 -2A FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES 111 INTERSECTION HALF ROAD CLOSURE WITH LANE SHIFT STANDARD PLAN K-32.80-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-15-07 6rATE DEMON ENGINEER DATE I? Washington Dub Dopam,.nt or Transportation VICINITY MAP SCALE 1" = 1300' PLAN DISCLAIMER UNDERGROUND FEATURES SHOWN HEREON REPRESENT BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE NUMBER LOCATOR SERVICE: 1-800-553-4344 A N 0 LEGEND EXISTING CENTERLINE EXISTING RIGHT OF WAY EX. FIRE HYDRANT EX. WATER VALVE EX. SEWER MANHOLE EX. STORM DRAIN MANHOLE GRIND & OVERLAY AREA City of Yakima 2008 Grind & Overlay Projects South 3rd Avenue -Mead Ave to Walnut Ave City of Yakima Project No. 2230 Nob Hill Blvd. - S. 24th Ave to S. 4th Ave City of Yakima Job No. 2214 SHEET INDEX 1-6 7-12 COVER SHEET S. 3RD AVE PLANS W. NOB HILL BLVD. PLANS July 2008 r 7 BEGIN GRIND & OVERLAY STA. 8+50 LAnN ASPHALT GRIND & OVERLAY LIMITS ASPHALT YAKiMA°ea* ASPHALT ASPHALT CONCRETE NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. 8a Ct. EXPIRES 10/13/2009 O ADD TRUNCATED DOMES TO EXISTING RAMP O BUILD NEW TYPE 2 WHEELCHAIR RAMP & CURB O INSTALL NEW TYPE 1 WHEELCHAIR RAMP YAKIMA DATE REVISION BY City Of Yakima Engineering Division 129 North Second Sheet Yakima, Washington South 3rd Avenue Grind & Overlay 2008 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 7+00 to 21+00 0 2 r Z m N 1 + 0 VJ m m 07 m m H MO138 DDS - 00+dl. 'V1S 9N11 HJlVW 1 12 I IS 3NIl HOIVW L 123HS 83S - OO+LZ ' C) 3AO8V 32S - 00+8Z 'VIS 2NI GRIND & OVERLAY LIMITS YAK/MA'ISE100 1-2.41-.0t NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. YAK/MA;•14. EXPIRES 10/13/2009 O ADD TRUNCATED DOMES TO EXISTING RAMP O BUILD NEW TYPE 2 WHEELCHAIR RAMP & CURB 0 INSTALL NEW TYPE 3 WHEELCHAIR RAMP 8Z 'VIS 2NI1HC1VW MO138 E3S - 00 MATCH LINE STA. 35+00 - SEE SHEET 3 1 DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington South 3rd Avenue Grind & Overlay 2008 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 21+00 to 35+00 2 12 Z 133HS 33S - 00+9£ '`d1S 3NI1 HJlVW GRIND & OVERLAY LIMITS 38 ADD TRUNCATED DOMES TO EXISTING RAMP O BUILD NEW TYPE 2 WHEELCHAIR RAMP & CURB O INSTALL NEW TYPE 3 WHEELCHAIR RAMP EXPIRES 10/13/2009 --I 0 2 (1) r z m + (/) m m W m r O IS 3NI1 H31VW + O O 3AO8V 33S YAK/M4 NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. I I I 0 r- 2 2 m 07 O 0) m m m m DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington South 3rd Avenue Grind & Overlay 2008 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 35+00 to 49+00 3 12 GRIND & OVERLAY LIMITS --I 0 2 r- 2" z m 07 —1 D 0 0 0 0) m m m m --1 w L O ADD TRUNCATED DOMES TO EXISTING RAMP O BUILD NEW TYPE 2 WHEELCHAIR RAMP & CURB O INSTALL NEW TYPE 3 WHEELCHAIR RAMP MATCH LINE STA. 56+00 - SEE BELOW NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington South 3rd Avenue Grind & Overlay 2008 E9 '`dlS 3NII HOlVW 9 12HS33S-09 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 49+00 to 63+50 12 0 cn co crt Cn fll ITI 4=.• GRIND & OVERLAY LIMITS 0 m cn-4 rn no rrk EXPIRES 10/13/2009 ASPHALT � NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. N. DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, VVashington South 3rd Avenue Grind ^^''~~~`~^~x 2008 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal =1"=5O Vertical = None Plan 63+50 to 77+00 5 12 L 'VlS 2Nl1 HJIVW 5122HS33S-00+ GRIND & OVERLAY LIMITS 2 GRAVEL GRAVEL O ADD TRUNCATED DOMES TO EXISTING RAMP O BUILD NEW TYPE 2 WHEELCHAIR RAMP & CURB 0 INSTALL NEW TYPE 3 WHEELCHAIR RAMP D 0 r z m D w w m m co m 0 --I 0 r cnZ m w w 0 0 m m co 0 m lS lnulOM "/14 END GRIND & OVERLAY 87 S. 3rd Avenue 88 S 89 NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. tr 'env lnulseyj M •0n y lnulsOy9 M DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington South 3rd Avenue Grind & Overlay 2008 City of Yakima Project No. 2230 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 77+00 to 89+00 6 12 1 r GRIND & OVERLAY LIMITS BEGIN GRIND & OVERLAY 7 Nob Hill Plaza NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. Safeway MO188 82S - 00+17 1- "V19 2NI1 HaLVIAI 0 r Z m 0) D 0 0 m m D W 0 m DATE 2 F S,5�s��y5 17 W. Nob Hill Blvd. 18 " o 19 20 91 1-ZEi-fit REVISION Safeway BY City Of Yakima Engineering Division 129 North Second SIreot Yakima, Washington EXPIRES 10/13/2009 Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 7+00 to 21+00 MATCH LINE STA. 21+00 - SEE SHEET 8 7 12 GRIND & OVERLAY LIMITS .*> N CD ,,s."•c; , • ,., -a,d.L,SAAK e.4 11. MATCH LINE STA. 28+50 - SEE ABOVE DATE 0 5 „AN...14,0N•:04,41::. • -**„::*.t./.... •.• :moz- ..€44V) • i+.• 4%te.,*:".4•441464.7 • +44* • . • REVISION BY 801 5 CD 1-7.:ek—ort City Of Yakima Engineering Division 129 North Second Street Yakima. Washington NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1''=50' Vertical = None Plan 21+00 to 35+00 C) m 0) cda 01 0 0 m m m m “D 8 0 2 m ?> 01 0 0) m ril mr- 0 12 IS 3NI1HOIVIN 8133HS 33S - 00+9C ' GRIND & OVERLAY LIMITS M0139 33S - 00+Zf 't/1S 3N11 HOLVW IS 3N11 HOlt/W 3AO8V33S - 00+Z17' YVCC 00+817 'VlS 3NI1 HO LVW m m 7 -Zzi- v#0= m m --1 0 NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 Project Eng: RKT Drawn By: RKT Chkd. By: RJD EXPIRES 10/13/2009 Drawing Scales Horizontal = 1"=50' Vertical = None Plan 35+00 to 48+00 9 12 1 ?sb74p?c7 . MO128 33S - 00+99 'd1S 3N11 HOldW 1 3AOSV 33S - 00+99 'd1S 3N11 HOIVW DATE U) 0 GRIND & OVERLAY LIMITS REVISION BY City Of Yakima Engineering Division 129 North Second SVaet Yakima, Washington EXPIRES 10/13/2009 Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 ( NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 48+00 to 62+00 I, 6 133HS 33S - 00+Z9 'dlS 3N11 HO!WW 10 12 i 1 1331 -IS 33S - 00+Z9 "`d1S 3N11 HO1b'W O 0 GRIND & OVERLAY LIMITS 0 r Z m CD D rn co O O m m co 0 m b NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. ® DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington w cD • •+'�'3.•_' .4k•°3• n* •• Sin • •'sv •r3:4 s�t> �•, ? •*:.,••••••;w:V.: fes, 2 • Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 EXPIRES 10/13/2009 Project Eng: RKT Drawn By: RKT Chkd. By: RJD Drawing Scales Horizontal = 1"=50' Vertical = None Plan 62+00 to 75+50 ZI, 133HS 33S - 09+9L "`d19 3N11 HO1YW MO139 33S - 00+69 *V19 3N11 HO1VW 11 12 r rm— .?"01010mmmm 0 0 1 CD < CD <7. " ;$'%>‘? • V,* — — ?-% ----- _ Afp."W. *•„/ AgRws4ew-M.,), Nob Hiff BIvd. -- 8 'VlS 3NI1 HOIVIAI M0138 33S - 08+ 0 010 m m co 0 m •.&404,44c..:1/4 1:.44Pro.40: -',2•1/44-4•44XV.N, GRIND & OVERLAY LIMITS END GRIND & OVERLAY STA. 86+30 *itailitot$4.104% 4 4_ ^:sYs'g.0,:,,Wfwsw 0;<m:Fr$ 88 ' 7.v70. - • • - 4°3: :4,44-..t.+34:44:*•.40:::0PW • • 44:X AO& •4414i.44•***)", %!. .*:•,W)frktittitit•*'.••14:*.:Ve:Wz. 4.1:ViVatkiit'o•Pitr . . 61 Nob F4II Bvd DATE REVISION BY City Of Yakima Engineering Division 129 North Second Street Yakima, Washington EXPIRES 10/13/2009 Nob Hill Blvd Grind & Overlay 2008 City of Yakima Project No. 2214 Project Eng: RKT Drawn By: RKT Chkd. By: RJD NOTE: ALL WATER VALVE CASES, MONUMENT CASES, & MANHOLE LIDS WITHIN LIMITS OF PAVING SHALL BE ADJUSTED TO FINAL GRADE. Drawing Scales Horizontal = 1"=50' Vertical = None Plan 75+50 to 88+00 12 12